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2001-04-16 CC PacketALBERTVILLE CITY COUNCIL AGENDA April 16, 2001 7:00 PM 1. CALL TO ORDER — ROLL CALL — ADOPT AGENDA 2. MINUTES (a) April 2, 2001, City Council Meeting 3. CITIZEN FORUM — (10 Minute Limit) 4. CONSENT AGENDA (a) Approve payment of claims (b) 1st Quarter Revenue/Expenditure Report (c) Cash Balance Report 5. DEPARTMENT BUSINESS a. Fire Department (1) Specs for ladder truck purchase (2) Hard -wired Cell Phone b. Public Works • Report • WWTF Report C. Planning & Zoning (1) Ordinance #2001-1 (An Ordinance Amending the Albertville Zoning Ordinance by Adding Section 4908.75 to the Shoreland Overlay District) (2) Accept Carolyn Bauer's resignation from the Planning & Zoning Commission and authorize recruitment of new member (3) Minor Variance Request — Kari and Chuck Dwinnel d. Engineering (1) Wetland Fill Permit for Towne Lakes (2) Authorize wetland delineation on City Industrial Park (3) Feasibility Study — CSAH 19 Trails (4) 571t' Street Drainage — Update (5) 1-94 Corridor Study - Scope of Work (FYI) e. Legal 9 None City Council Agenda April 16, 2001 Page 2 of 2 f. Administration (1) Financial Advisor Appointment (2) Approve Traffic Control Signal Agreement with MNDOT (3) Schedule Finance Committee Meeting —Possible Dates April 18, 19 or 23 (4) Update on City Newsletter 6. ADJOURNMENT ALBERTVILLE CITY COUNCIL April 2, 2001 Albertville City Hall 7:00 PM PRESENT: Mayor John Olson, Councilmembers LeRoy Berning, Keith Franklin, Scott Wallace, and John Vetsch, City Engineer Peter Carlson, City Attorney Mike Couri, and City Administrator -Clerk Linda Goeb Mayor Olson called the regular meeting of the Albertville City Council to order. The agenda was amended by adding the following: • Item 4c(4) — Albertville Off Sale, LLC • Item 5d(3) — Drainage on 57th Street and Lambert Avenue Vetsch made a motion to adopt the agenda as amended. Franklin seconded the motion. All voted aye. The minutes of the March 19th meeting were amended on Page 3, Paragraph 4 to read "thirty days" instead of "three days". Berning made a motion to approve the minutes of the March 19, 2001, meeting as amended. Wallace seconded the motion. All voted aye. Franklin made a motion to approve the minutes of the March 28, 2001, joint meeting with the St. Michael City Council as presented. Berning seconded the motion. All voted aye. Scott Larson, 6138 Kalland Circle, addressed the Council during Citizen Forum with his concerns over the location of the garbage dumpsters and the lack of screening between the residential lots in Westwind Addition and the commercial lots in the Albertville Plaza plat. Larson understands that the site plan was approved contingent upon the developer relocating the dumpster and providing a revised site plat to sow the new location. He, however, believes that the landscaping plan will still not adequately screen the residential lots. Steve Koeneke questioned whether the Albertville Plaza was allowed to have a fast food use. He understood from attending the Planning Commission that a fast food use was not allowed. City Administrator Goeb explained that the Council reversed the Planning Commission's recommendation to deny a fast food use on the site. Robert Drewelow expressed his concerns regarding the lack of fencing between the commercial and residential properties. Wallace made a motion to have Cindy Sherman, City Planner, attend the next meeting to provide an update on the final landscaping and/or fencing and site plans. Franklin seconded the motion. All voted aye. Berning requested that Check #14409 be removed from the Consent Agenda and placed under the Administration department. • Berning made a motion to approve payment of Check #'s 14378 — 11408 and Check #'s 14410 — 14444 as presented. Franklin seconded the motion. All voted aye. Albertville City Council Minutes March 19, 2001 Page 2 of 3 • Berning made a motion to approve the following liquor licenses: • Off Sale (1) Hack's (2) Geez Sports Bar & Grill (3) 152 Club (4) Albertville Off Sale, LLC. • On Sale (1) 152 Club (2) Geez Sports Bar & Grill (3) Long Shots Bar & Grill Sunday Liquor Licenses (1) 152 Club (2) Geez Sports Bar & Grill (3) Long Shots Bar & Grill Franklin seconded the motion. All voted aye. Berning made a motion to approve the Application for Exempt Permit for St. Albert's Catholic Church to conduct bingo and raffles at St. Albert's Parish Center on July 15, 2001. Franklin seconded the motion. All voted aye. • Dave Vetsch, representing the Albertville Fire Department, explained that he is unable to continue issuing burning permits for the Fire Department and requested that Council consider authorizing Tim Guimont to issue the permits. Vetsch made a motion to appoint Tim Guimont as fire warden for the purpose of issuing burning permits for the City. Wallace seconded the motion. All voted aye. The Council directed Tim to attend the next meeting to discuss what options are available for the exterior of the park shelter. The Council is interested in the potential of sand blasting the concrete rather than painting the exterior. Vetsch made a motion to accept the Public Works Department Report as presented. Franklin seconded the motion. All voted aye. City Engineer Pete Carlson briefly updated the Council on the progress on the Towne Lakes wetland permits issues. Hopefully, the one remaining issue can be worked on at the next TEC Panel meeting. Carlson presented a time line/schedule showing the dates by which the Council must act if the Council wishes to proceed with constructing the City Industrial Park improvements during 2001. . Carlson explained that S.E.H. will replace the curb at the 57`h Street and Lambert Avenue at no cost to the City in order to correct the drainage problem. Carlson anticipated the work to be completed by the end of April or early May. Albertville City Council Minutes March 19, 2001 Page 3 of 3 City Attorney Mike Couri reviewed the assessment reallocation to the Savitski properties resulting from the 30% reduction an earlier City Council approved. Franklin made a motion to adopt RESOLUTION #2001-9 titled RESOLUTION FOR HEARING ON PROPOSED ASSESSEMENT, scheduling the public hearing for 7:15 PM on May 7, 2001. Berning seconded the motion. All voted aye. Couri explained that his law firm has been presented an RFP for the City of Hanover. Court indicates that the position may have a very small potential of conflict of interest since both Hanover and Albertville are members of the Joint Powers Water Board. Should the Council feel it would be inappropriate for Couri & MacArthur to purse the RFP, Couri indicated he would not proceed. The consensus of the Council is that the City of Albertville does not object to his response for an RFP. The Council reviewed the two contracts for a market evaluation study of the city -owned property north of the outlet mall. John Darkenwald was present and indicated that he will commit to proceeding on his commercial development simultaneously with the construction of services through the City owned land. Wallace made a motion to approve the contract for a market study evaluation with Maxwell Research at a cost of $8,000, with the final report available by the first meeting in May. Franklin seconded the motion. All voted aye. Dave McGilrey and Paul Steinman from Springsted, Inc. appeared before the Council to answer any questions the Council may have regarding the appointment of one financial advisor. The council will act on the financial advisor appointment at the next meeting. Wallace volunteered to serve on a committee with Councilmember Berning to work with MNDOT regarding interstate access. Franklin made a motion to authorize the building inspector to "red flag" any construction where the required silt fencing and rock driveway are not present. Berning seconded the motion. All voted aye. Berning made a motion to pay Check #14409 to Verizon Telecommunications and to give the Nextel phone used by the secretary/receptionist to the Fire Department to replace the two cell phones the Fire Department currently uses. Franklin seconded the motion. All voted aye. aye. Franklin made a motion to adjourn at 9:10 PM. Wallace seconded the motion. All voted John A. Olson, Mayor Linda Goeb, City Administrator • • :1 CITY OF ALBERTVILLE Check Detail Register Check Amt Invoice Comment 10100 Security State Bank Paid 3144ES T11 1731 AFFMbM SANITATION,INC E 101-45100-415 Other Equipment Rentals $77.30 40112 Rental -Portable Toilet Total AFFORDABLE SANITATION. INC $77.30 PM ENO 1 4/11/01 ANOKA44ENNEPIN TECHNICAL COLLE Thursday, April 12, 2001 Page 1 of 6 E 101-42000-107 Training Re&rrbwrsemant $796.50 33591 A.Davis, B.Wulff, C.Wade, D.Be Total ANOKA-HENNEPIN TECHNICAL COLLE $796.50 Pald Chk# 01 445 4/11/01 ARAMARK UNIFORM SE ES E 601-49450-417 Uniform Rentals $47.36 Uniform - Water E 101-43100-417 Uniform Rentals $47.37- Uniform - P Works E 101-45100-417 uniform Rentals $47.37 Uniform - Parks Dept. E 602-49400-417 Uniform Rentals $47.37 Uniform - WWTF Total ARAMARK UNIFORM SERVICES $189.47 aid Chk# 014458 4/11 1 13ATTERIES FEUS E 101-42000-200 Office Supplies (GENERAL) $607.73 J6-87277 Batthries/misc. supplies E 101-42000-200, Office Supplies (GENERAL) $51.09 J6.89114 misc. Total BATTERIES PLUS $658.82 Paid Chk# 014459 4/11/01 BR-MK WHITE Co. LEE E 101-43100-223 Seal Coating $1,080.98 SP22047401 crack sealant Total BROCK WHITE CO. LLC. $1,080.98 aid Chk# 014460 4/11/01 CARQUEST E 601-49450-406 R/M - Collection System $111.99 April 2001 misc. parts E 101-45100-404 Repair/Maint - Machinery/Equip $132.02 April 2001 Parks -parts E 101-43100-215 Shop Supplies $95.74 April 2001 misc. shop supplies E 101-43100-215 Shop Supplies $23.61 April 2001 deaners/misc. E 601-49450-404 Repair/Maint - Machinery/Equip $25.57 April 2001 misc. parts E 101-43100-404 Repair/Maint - Machinery/Equip $85.80 April 2001 fuels/filters Total CARQUEST $474.73 Paid Chk# 014461 4/11 1 CROW RWER FM EQUIPMENT E 101-43100-404 Repair/Maint - Machinery/Equip $25.76 81284 parts for Ford plow truck Total CROW RIVER FARM EQUIPMENT $25.76 aid MR# 014462 4/11/01 DAVIS WATER EQUIPMENT CO. E 602-49400-445 CIO - Tools $769.61 3052619 magna trak w/case Total DAMES WATER EQUIPMENT CO. $769.61 Field Chk# 1 4/11/01 DXS TOTAL HOME CARE CENTER E 101.41940-405 Repair/Maint - Buildings $16.23 ALB -April 2001 bleach/bags/misc E 101-45100405 Repair/Maint - Buildings $271.17 ALB -April 2001 paint/paint thinner/misc. E 601-49450-210 Operating Supplies (GENERAL) $122.01 ALB -April 2001 misc. supplies E 601-49450-210 Operating Supplies (GENERAL) $111.47 ALB -April 2001 lord sash cotkxVmisc E 101-43100-215 Shop Supplies $58.62 ALB -April 2001 misc. items E 101-45100-210 Operating Supplies (GENERAL) $52.88 ALB -April 2001 grease gun/grease supplies E 101-43100-404 Repair/Maint - Machinary/Equip $16.01 ALB -April 2001 connecting link/misc E 101-43100-405 Repair/Maint - Buildings $11.70 ALB -April 2001 switch fuse f/box CITY OF ALBERTVILLE Thursday, April 12, 2001 Check Detail Register Page 2 of 6 E 101-42000-200 Office Supplies (GENERAL) $40.48 Fke44 it 2001 misc. supplies Total DJ'S TOTAL HOME CARE CENTER $700.57 4/11/01 EGGENS DIRECT SERVICE, INC. E 101-43100-212 Motor Fuels E 101-43100-212 Motor Fuels E 101-41940-210 Operating Supplies (GENERAL) E 101-45100.212 Motor Fuels E 10145100-212 Motor Fuels E 101-45100-212 Motor Fula Total EGGEN'S DIRECT SERVICE, INC. $33.00 1-0832 gas for vehicle $21.10 1-0918 gas for vehicle $39.62 54076 paper towels $32.72 54086 gas for vehicle $27.25 54089 gas for vehicle $22.25 54092 gas for vehicle $175.94 4/11/01 FE—DOMWO PROPANE E 601-49450-210 Operating Supplies (GENERAL) $354.60 17912 propane for WWTF Thal FEDERATED PROPANE $354.60 FM Chk# 1 4/11 N.A. E 354-47000-601 Debt Sry Bond Principal $87.50 658351 1999A - Admin. Sery Total FIRSTAR BANK, N.A. $87.50 Pik Mk# 014467 4/11 1 GAWA PRIN11NO E 601494W203 Printed Form $105.39 14279 Utility Blil/cards E 602-49400-203 Printed Forms $105.40 14279 Utility Bill/cards E 101-41940.210 Operating Supplies (GENERAL) $317.68 14279 printed forms/checks Total GAGNON PRINTING $528.47 Pak! EM 01 4/11 1 03FAIN STATE E-CALL E 601-49450-209 Locates $35.20 1030086 March -Dates Total GOPHER STATE ONE -CALL $35.20 Paid Chk# 014469 4/11 1 GRIDOR EONTRUCTION E 460-49480-310 Odw Professional Services 106,721.00 Pay #8 WWTF Construction Total GRIDOR CONSTRUCTION $106,721.00 Paid Chk# 014470 4/11/01 HA INC. E 601-49450-217 Chemicals - Ferric Chloride $4.054.81 335185 35% solution Total HAWKINS CHEMICAL, INC. $4,054.81 aid Chk# 01 1 4/11/01 HEINEN, PAUL E 101-42000-490 Donations to Civic Org's $127.84 Pizza Oven E 101-42000-490 Donations to Civic Org's $262.69 Kitchen Supplies E 101-42000-490 Donations to Civic Org's $1.077.25 Radio/tVNCR/Cable Total HEINEN, PAUL $1,467.78 Paid Cgk# 014472 . 4/11/01 JIM LU IENT AUTO MALL E 101-42000-200 Office Supplies (GENERAL) $89.17 Battery for radio Total JIM LUPIENT AUTO MALL $89.17 Paid Chk# 0144734/11 1 KENNEDY & GRAWN E 410-47000-640 Tax Increment Return Payment $324.00 37285 TIF 10/Mold Tech 0 Total KENNEDY & GRAVEN $324.00 CITY OF ALBERTVILLE Thursday, April 12, 2001 Check Detail Register Pap 3 of 6 E 101.41100-351 Legal Nodoas $280.32 Feb/Mar. Traffic Signallmisc. Total LARSON PUBLICATIONS $280.32 PM ChR 14475 4/11 1 M & P SON CO. E 101-45100-404 Repair/Maint - Machinery/Equip $159.75 4271 Signs for vehicles Total M S P SIGN CO. $159.75 Paid Chk# 1 4/11/01 MEAM E 101-43100-405 Repair/Maint - Buildings $45.88 87741 miss. shop supplies Total MENARDS $45.88 4/ 1/01 SERVICES E 60149450.218 Testing Expenses $104.00 118491 CBODITSS Total MIDWEST ANALYTICAL SERVICES $104.00 FM Cbk# 1 1/01 MINNESOTA STATE TREASURER G 101-21705 Build Permit Surcharge $3,374.38 let Qtr. 2001 Bldg. Perrrdt Surcharge Total MINNESOTA STATE TREASURER $3,374.38 4/11101 MN FIRE SERVICE CERTIFICATION E 101-42000-107 Training Reimbursement $135.00 Re-cerdfcation/misc. Total MN FIRE SERVICE CERTIFICATION $135.00 Paid Chk# 014480 4/1161 MONMLLO ANIMAL ZONTROL E 101-42700-309 Animal Control Contract $38.00 210 Animal Contra-stray/pickups Total MONTICELLO ANIMAL CONTROL $38.00 Paid 1 4/11/01 M LLO-FORD4WERCURY E 101-42000-404 Repair/Maint - Machirm"/Equip $41.77 March 2001 Fire Dept. equip repairs Total MONTICELLO-FORD- MERCURY $41.77 Paid ChO 01ZM4/11/01 NAPA AM PARTS E 101-43100.404 Repair/Malnt - Machinery/Equip $6.17 Part for the Loader Total NAPA AUTO PARTS $6.17 ki CW 014483 4/11/01 NEXTEL COMMUNICATIONS E 101-41400-323 Nextel Radio Units $28221 City Hail -Inspector E 101-45100-323 Nextel Radio Units $47.04 Parks E 101-43100.323 Nextel Radio Units $47.04 PW E 602-49400-323 Nextel Radio Units $47.04 Water E 601-49450-323 Nextel Radio Units $47.04 WWTF Total NEXTEL COMMUNICATIONS $470.37 Paid Chk# 01ZM4111/01 NORTHERN TOOL & EQUIPMENT E 101-42000-W7 CIO - Tools $42.47 Fire Department Tools E 101-43100.215 Shop Supplies $54.23 19207194 General Shop Supplies Total NORTHERN TOOL & EQUIPMENT $96.70 Paid"50 01ZM4111/01 NORTHWEST ASSOCIATED CONSULTAN E 101-41910-306 manning Fees $232.50 9952 Peterson Trail CITY OF ALBERTVILLE Thursday, April 12, 2001 Page 4 of 6 Check Detail Register Check Amt Invoice Comment E 101-41910-306 Planning Fees 1.00 9952 General Services E 101-41910-306 Planning Fees $23.25 9953 JMJ Phase II E 453-49DOG-306 Planning Few $23.25 9953 Kollvilie Estates E 457-49000-M Planning Fees $46.50 9953 Heuring Meadows E 101-41910-306 Planning Fees $62.00 9953 Darkenwaid PUD E 101-41910-306 Planning Fes $19 5.75 9953 JP Water Bd Site Plan E 450-49000-306 Planning Fees $248.00 9953 AV Phase 4 E 456-49000-M Planning Fees $305.75 9953 Towne Lakes PUD E 101-41910-M Planning Fees $250.00 9954 March 2001 Services Total NORTHWEST ASSOCIATED CONSULTAN $1,958.00 Paid Chk# 1 4/11731 P.E.11LA G 101-21704 PERA $887.97 pay period 03/24/01 - 04/06/01 Total P.E.RA $887.97 Paid Chk# 1 4/11/01 PA 66 E 101-43100-212 Motor Fuels $33.19 28838 E 601-49450-212 Motor FuIs $34.00 28959 E 101-45100-212 Motor Fuels $5.65 29508 Total PATS 66 $72.84 Paid Chk# 0144884/11/01 REOW ENERGYIMINNEGASCO E 101-45100-M Gas Utilities $126.00 Gas Utilities - Lander E 101-41940-383 Gas Utilities $132.83 Gas Utilities- 60th St E 101-41940-383 Gas Utilities $141.00 Gas Utilities - City Hail E 101-43100-383 Gas Utilities $345.00 Gas Utilities - PW Garage E 101-42000-383 Gas Utilities $643.48 Gas Utilities - Fire Hall Total RELIANT ENERGY/MINNEGASCO $1,388.31 Paid Chk# 01 9 4/11/01 SCHUMM ELECTRIC MOTOR SERVICE E 601-49450-406 RIM - Collection System $170.00 28608 Repair Aerator Total SCHUMM ELECTRIC MOTOR SERVICE $170.00 Paid 0144 4/11ro1 -UTS E 101-42000-321 Telephone $34.28 Phone - FD-Fax E 101-41940-321 Telephone $125.08 Phone CH - Main E 101-41940-321 Telephone $113.61 Taxes/surcharges E 101-42000-321 Telephone $34.28 Phone - FD-Main E 101-41940-321 Telephone $39.69 Phone - CH2 E 101-41940-321 Telephone $42.15 Phone - CH4ntemet E 101-43100-321 Telephone $32.42 Phone - PW E 101-41940-321 Telephone $32.42 Phone - CH -Fax E 601-49450-321 Telephone $28.73 WWTF - Phone E 101-45100-321 Telephone $26.27 Parks - Phone E 101-43100-321 Telephone $32.42 Phone - PW Fax Total SPRINT-UTS $541.35 Paid Chk# 01449 4/11/01 ST. JOSEPH EQUIPMENT, INC. E 101-43100-404 Repair/Maint - Machinery/Equip $1,057.01 SW33202 100 hours service E 101-43100-404 Repair/Maint - Machinery/Equip $92.20 V102913 general maintenance E 101-43100-404 Repair/Maint - Mac pinery/Equip $16.68 V103141 transmission fluid/paint CITY OF ALBERTVILLE Thursday, April 12, 2001 Check Detail Register page 5 of 6 Check Amt Invoke Comment Total ST. JOSEPH EQUIPMENT, INC. $1,165.89 Pald MR 1 4/11/01 VEMM E 101-43100-321 Telephone $8.76 FINAL PAYMENT Total VERIZON $8.76 4/11ro1 VIKAG INIDUSTRIAL CENTER E 601-t9450-210 Operating Supper (GENERAL) $197.88 82167 trait cone/blue marker flags E 60249400-210 Operating Supplies (GENERAL) $197.88 82167-82168 Gass it lime/yellow vests Total VIKING INDUSTRIAL CENTER $395.76 Paid MR 314494 4/11/01 WADE, CHAD E 101.42000-433 Dues and Subscription $33.25 WES 153053 Automotive Firs Apparatus - PD Total WADE, CHAD $33.25 Paid Chk# 01 4/11/01 WASTE MANAGEMENT E 101-41940.384 Refuse/Garbage Disposal $104.13 95OW1593-4 April Service Total WASTE MANAGEMENT $104.13 4111/01 WEBER OIL COMM E 101-43100-212 Motor Fuels $43.71 39646 mobil gear 6-30 Total WEBER OIL COMPANY $43.71 aidChk# 01 4/11/01 WRIGHT COUNTY HIGHWAY DEPT. E 101-43100-222 Sand & Gravel $262.14 2936 Corrected invoke for sand/gra Total WRIGHT COUNTY HIGHWAY DEPT. $262.14 Paid Fhk# 014498 4/11/01 WfflaHT COUNTYTREA URER E 101-42110-307 Police Contract Fees $19,466.67 Patrol4 Police Protection Total WRIGHT COUNTY TREASURER $19,466.67 Paid Chk# 0144094/11/01 WRIG14T RECYCLING E 101-43200-308 Recycling Contract Fee $1,957.75 Mare 2001 recycling contract Total WRIGHT RECYCLING $1,957.75 FM Chk# 01M 011/01 XCELENERGY E 101-41940-M Gas Utilities $45.58 Gas utilities- 60th St E 601-49450-381 Electric Utilities $1,357.36 Ekwbio-Sewage Plant E 101-42000-381 Electric Utilities $229.59 Electric - Fire Hall E 101-41940-381 Electric Utilities $129.02 Electrfo0ty Hall E 60149450-381 Electric Utilities $102.37 Electric -Sewer Lift E 101-43100-383 Gas Utifi 1" $93.34 Gas Utilities - PW Garay E 60149450-381 Electric Utilities $51.12 Electric-52nd St.Lift Station E 101-45100-381 Electric Utilities $24.69 Eledric-51st St. Park E 101-41940-381 Electric Utilities $19.68 Electric-Park-n-Ride Lot E 101-45100-381 Electric Utilities $7.02 Elec4ria8002 Main E 101-45100-381 Electric Utilities $7.02 Electric-58th St Park Shelter E 10141940-381 Electric Utilities $6.28 EledricDefense Siren E 10143160-381 Electric Utilities $3,222.14 Electric -Street Lighting E 101-45100-381 Electric Utilities $85.26 Electric-Baliflekf-Rink Total XCEL ENERGY $5,380.47 CITY OF ALBERTVILLE Thursday. April12.2001 Check Detail Register Page 6 of 6 cheek Aft imroloo comport 10100 Somu fty stab Bank $157,201.55 • • CITY OF ALBERTVILLE *Revenue GuldellneC Current Period: March 2001 Act % Status Account Dow YTD Budget YTD Amount MTD Amount Balance of Budget Fund 101 GENERAL FUND in -Active R 101-31000 General Property Taxes $0.00 $0.00 $0.00 $0.00 0 Active R 101-31010 Current Ad Valorem Taxes $1,042,719.00 $0.00 $0.00 $1,042.719.00 0 Active R 101-31020 Delinquent Ad Valorem To $0.00 $0.00 $0.00 $0.00 0 Active R 101-31050 Tax Increments $0.00 $0.00 $0.00 $0.00 0 Active R 101-31900 Penalties and inter" Del $0.00 $0.00 $0.00 $0.00 0 In -Active R 101-32000 Licensee and Permits $0.00 $0.00 $0.00 $0.00 0 Active R 101-32100 Business Licerisesti3errnits $12.000.00 $2,496.00 $2,361.00 $9,504.00 20.8 Active R 101-32110 Liquor Limos $13.200.00 $4,800.00 $4,800.00 $8,400.00 36.36 Active R 101-32120 3.2 Li $200.00 $20.00 $0.00 $180.00 10 Active R 101-32150 Sign Pemits $4,200.00 $150.00 $0.00 $4,050.00 3.57 In -Active R 101-32180 Other $0.00 $0.00 $0.00 $0.00 0 Active R 101-32210 Building Permits $75,000.00 $29,885.71 $12.589.65 $45,114.29 39.85 Active R 101-32240 Animal Licenses $200.00 $0.00 $0.00 $200.00 0 Active R 101-33401 Local Government Aid $89,592.00 $0.00 $0.00 $89,592.00 0 Active R 101-33402 Homestead Credit $138.190.00 $0.00 $0.00 $138,190.00 0 Active R 101-33405 Police Aid $8,000.00 $0.00 $0.00 $8,000.00 0 Active R 101-33406 Fire Aid $12,500.00 $0.00 $0.00 $12,500.00 0 W. R 101-33422 Other State Aid Grants $7,500.00 $0.00 $0.00 $7.500.00 0 Acve R 101-33620 Other County GranWAid $6,000.00 $2,626.00 $0.00 $3,374.00 43.77 Active R 101-34000 Charges for Services $1,500.00 $975.00 $450.00 $525.00 65 Active R 101-34101 Lease Payment - City Prop $2,800.00 $0.00 $0.00 $2,800.00 0 Active R 101-34103 Zoning and Subdivision Fe $0.00 -$2,897.37 -$209.81 $2,897.37 0 Active R 101-34105 Sale of Maps and Pubkati $0.00 $85.00 $75.00 -$85.00 0 Active R 101-34106 PID/Legal Description Req $200.00 $180.00 $20.00 $20.00 90 Active R 101-34107 Assessnient Search Fees $600.00 $220.00 $100.00 $380.00 36.67 In -Active R 101-34109 Other Gen Govt Charges $0.00 $0.00 $0.00 $0.00 0 Active R 101-34202 Special Fire Protection Sry $45.000.00 $0.00 $0.00 $45,000.00 0 Active R 101-34780 Park Fees $2,000.00 $0.00 $0.00 $2,000.00 0 Active R 101-34950 Other Revenues $0.00 $8,979.92 $8,969.92 -$8,979.92 0 Active R 101-35000 Firs and Forfeits $100.00 $0.00 $0.00 $100.00 0 Active R 101-36200 Donations $0.00 $0.00 $0.00 $0.00 0 Active R 101-36210 Interest Earnings $25,000.00 $22,319.51 $756.25 $2,680.49 89.28 Active R 101-36220 loan Payment - Principal $0.00 $0.00 $0.00 $0.00 0 Active R 101-36230 Loan Payment - Interest $0.00 $0.00 $0.00 $0.00 0 Active R 101-39101 Sales of General Fixed As $0.00 $750.00 $750.00 -$750.00 0 Active R 101-39203 Transfer from Ober Fund $0.00 $0.00 $0.00 $0.00 0 Active R 101-39330 Capital Lease Proceeds $0.00 $0.00 $0.00 $0.00 0 Fund 101 GENERAL FUND $1,486,501.00 $70,589.77 $30,662.01 $1,415,911.23 4.75% • CITY OF ALBERTVILLE *Expenditure GuidelineO Current Period: March 2001 04/13/01 9:24 AM Page 1 Act YTD YTD MTD Enc % Status Account Desa Budget Amount Amount Current Balance of Budget Fund 101 GENERAL FUND Dept 41100 Council Active E 101-41100-100 Wages and Salarles $11,400.00 , $2,850.00 $950.00 $0.00 $8,550.00 25 Active E 101-41100-122 FICA $872.00 $218.07 $72.69 $0.00 $653.93 25.01 Active E 101-41100-151 Worker's Camp Insur $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 101- 41100-200 Office Supplies (GE $300.00 $31.92 $0.00 $0.00 $268.08 10.64 Active E 101-41100-208 Training and Instructs $1,300.00 $210.00 $210.00 $0.00 $1,090.00 16.15 Active E 101-41100-300 Professional Snrs (G $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 101-41100-331 Travel Expenses $300.00 $0.00 $0.00 $0.00 $300.00 0 Active E 101-41100-351 Legal Notion Pubis $6.000.00 $423.11 $151.08 $0.00 $5,576.89 7.05 Active E 101-41100-361 General Liability Ins $6,000.00 $0.00 $0.00 $0.00 $6,000.00 0 Active E 101-41100-433 Dues and Subscript! $3,500.00 $1,059.00 $179.00 $0.00 $2,441.00 30.26 Active E 101-41100-490 Donations to Civic O $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 41100 CouncH $34,872.00 $4,792.10 $1,562.77 $0.00 $30,079.90 13.74% Dept 41300 Administrator - Active E 101-41300-101 Full -Tim Employees $49,140.00 $11,337.60 $3,779.20 $0.00 $37,802.40 23.07 Active E 101-41300-102 Full -Tim Employees $0.00 $230.30 $0.00 $0.00 -$230.30 0 Wove E 101-41300-121 PERA $3,560.00 $599.27 $195.78 $0.00 $2,960.73 16.83 Active E 101-41300-122 FICA $2,545.00 $884.97 $289.12 $0.00 $1,660.03 34.77 Active E 101-41300-131 Employer Paid Heait $6,000.00 $2,356.32 $1,505.69 $0.00 $3,643.68 39.27 Active E 101-41300-151 Worker's Comp Insur $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 101-41300-200 Office Supplies (GE $1.000.00 $171.86 $0.00 $0.00 $828.14 17.19 Active E 101-41300-208 Training and Instruct! $500.00 $350.00 $20.00 $0.00 $150.00 70 Active E 101-41300-331 Travel Expenses $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 101-41300-361 General Liability Ins $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 101-41300-433 Dues and Subscript! $100.00 $0.00 $0.00 $0.00 $100.00 0 Active E 101.41300-M Furniture and Fixture $M.00 $0.00 $0:00 $0.00 $500.00 0 Active E 101-41300-570 Office Equip and Fur $3.000.00 $2,111.28 $0.00 $0.00 $888.72 70.38 Dept 41300Administrator $67,545.00 $18,041.60 $5,789.79 $0.00 $49,503.40 26.71% Dept 41400 City Cleric Active E 101-41400-101 Full -Tim Employees $50,149.00 $11,372.80 $3,817.60 $0.00 $38,776.20 22.68 Active E 101-41400-102 Full -Tim Employees $0.00 $135.14 $0.00 $0.00 -$135.14 0 Active E 101-41400-104 Temporary Employe $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 101-41400-121 PERA $2,597.00 $596.14 $197.76 $0.00 $2,000.86 22.95 Active E 101-41400-122 FICA $3,836.00 $880.39 $292.06 $0.00 $2,955.61 22.95 Active E 101-41400-131 Employer Paid Healt $12,000.00 $3,906.75 $3,011.34 $0.00 $8,093.25 32.56 Active E 101-41400-151 Worker's Comp Insur $300.00 $79.00 $0.00 $0.00 $221.00 26.33 Active E 101-41400-200 Office Supplies (GE $3,000.00 $409.22 $335.61 $0.00 $2,590.78 13.64 Active E 101-41400-202 Duplicating and copy $1,000.00 $202.17 $0.00 $0.00 $797.83 20.22 Wcdve E 101-41400-208 Training aril Instruct! $500.00 $199.00 $99.00 $0.00 $301.00 39.8 Active E 101-41400-301 Auditing and Acct'g $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 In -Active E 101-41400-320 Communications (G $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-41400-322 Postage $1,200.00 $274.50 $0.00 $0.00 $925.50 22.88 CITY OF ALBERTVILLE 04/13/01 9:24 AM *Expenditure Guideline® Page 2 Current Period: March 2001 Act Status Account Descr YTD Budget YTD Amount MTD Amount Enc Current Balance % of Budget Alive E 10141400-323 Nextel Radio Units $4,795.00 $0.00 $0.00 $0.00 $4,795.00 0 In -Active E 101-41400-329 Civil Defense Sine $0.00 $0.00 $0.00 $0.00 $0.00 0 Alive E 101.41400-331 Travel Expenses $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 10141400-361 General Liability Ins $4,500.00 $0.00 $0.00 $0.00 $4,500.00 0 Active E 101414004U Repair/MaInt -Machi $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0 Active E 101-41400-413 Office Equipment Re $1,500.00 $427.45 $337.45 $0.00 $1,072.55 28.5 Active E 101-41400-433 Dues and Sub=Vd $50.00 $0.00 $0.00 $0.00 $50.00 0 Active E 101-41400-560 Furniture and Fixture $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 101- 41400-570 Office Equip and Fur $8.000.00 $4,975.30 $0.00 $0.00 $3,024.70 62.19 Active E 101-41400-M Elections $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 41400 City Clerk $110,427.00 $23,457.86 $8.090.82 $0.00 $86,969.14 21.24% Dept 41410 Elections Active E 101.41410-100 Wages and Salaries $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-41410-203 Printed Fortes $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-41410-300 Profiessional Srvs (G $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 41410 Ehwdons $0.00 $0.00 $0.00 $0.00 $0.00 0.00% Sept 41 SM Assessing Active E 101-41550-M Professional Srvs (G Dept 41550 Assesaft $13,000.00 $0.00 $0.00 $0.00 $13,000.00 0 $13,000.00 $0.00 $0.00 $0.00 $13,000.00 0.00% Dept 41600 City Attorney Active E 101-41600-304 Legal Fees $20,000.00 $7,240.75 $5,967.50 $0.00 $12,759.25 36.2 Dept 41600 City Attorney $20,0DOM $7.240.75 $5,967.50 $0.00 $12,759.25 36.20% Dept 41700 City Engineer Active E 101-41700-303 Engineering Fes $40,000.00 $28,065.45 $15,514.47 $0.00 $11,934.55 70.16 Dept 41700 Cily Engineer $ 40,000.00 $28,065.45 $15,514.47 $0.00 $11,934.55 70.16% Dept 41800 Economic Development Active E 101-41800-200 Office Supplies (GE $100.00 $0.00 $0.00 $0.00 $100.00 0 Active E 101-41800-208 Training and Instruct! $100.00 $0.00 $0.00 $0.00 $100.00 0 Active E 101-41800-331 Travel Expenses $100.00 $0.00 $0.00 $0.00 $100.00 0 Active E 101-41800-511 Taxes on My Proper $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-41800-599 TIF Local Contributio $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Dept 41800 Economic Developvnw►t $5,300.00 $0.00 $0.00 $0.00 $5,300.00 0.00% Dept 41910 Planning and Zoning Active E 101-41910-100 Wages and Salaries $1,200.00 $300.00 $100.00 $0.00 $900.00 25 Active E 101-41910-109 Wages - Zoning Adm $15,600.00 $0.00 $0.00 $0.00 $15,600.00 0 lactive E 101-41910-122 FICA $1.193.00 $22.95 $7.65 $0.00 $1,170.05 1.92 Active E 101-41910-200 Office Supplies (GE $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 101-41910-208 Training and Instructi $500.00 $125.00 $125.00 $0.00 $375.00 25 Active E 101-41910-306 Planning Fees $25,000.00 $3,245.70 $1,879.69 $0.00 $21,754.30 12.98 r' CITY OF ALBERTVILLE *Expenditure Guideline© Current Period: March 2001 04/13/01 9:24 AM Page 3 Act YTD YTD MTD Enc % Status Account Desc r Budget Amount Amount Current Balance of Budget Active E 10141910-331 Travel Expenses $500.00 $0.00 $0.00 $0.00 $500.00 0 Dept41910 Planning end Zoning $44,193.00 $3,693.65 $2,112.34 $0.00 $40.499.35 8.36% Dept 41940 General Govt Buildings/Plant Active E 101-41940-210 Operating Supplies ( $1,500.00 $78.64 ($14.50) $0.00 $1,421.36 5.24 Active E 101-41940-321 Telephone $3,000.00 $1,253.29 $435.97 $0.00 $1,736.71 42.11 Active E 101-41940-361 General Liability Ins $4,500.00 $0.00 $0.00 $0.00 $4,500.00 0 Active E 101-41940.381 Electric Utilities $3,000.00 $632.56 $24.68 $0.00 $2,367.44 21.09 Active E 101-41940-M Gas Utilities $1,500.00 $820.32 $273.60 $0.00 $679.68 54.69 Active E 101-41940-364 Refuse/Garbage Di $1,200.00 $333.51 $232.85 $0.00 $866.49 27.79 Active E 101-41940-399 hugs $500.00 $0.00 $0.00 $0.00 $500.00 0 In -Active E 101-41940-401 Repair/Maint - Unpa $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-41940-404 Repair/Maint - Machi $500.00 $375.90 $58.79 $0.00 $124.10 75.18 Active E 101-41940-405 Repair/Maint - Buildi $4,000.00 $1,125.26 $1,125.26 $0.00 $2,874.74 28.13 Active E 101-41940-520 Buildings and Struct $41,000.00 $0.00 $0.00 $0.00 $41,000.00 0 Active E 101-41940-530 Improvements Other $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0 Active E 101-41940-560 Furniture and Fixture $2,000.00 $0.00 $0.00 $0.00 $2,000.00 0 Active E 101-41940-580 Other Equipment $500.00 $2,083.00 $1,787.84 $0.00 41,583.00 416.6 16 Dept 41940 Genera/ Govt Buildings/Piant $64,200.00 $6,712.48 $3,924.49 $0.00 $57,487.52 10.46% Dept 42000 Fire Department Active E 101.42000-100 Wages and Salaries $1,500.00 $0.00 $0.00 $0.00 $1,500.00 0 Active E 101-42000-106 Wages - Fire Calls $10,000.00 $2,779.00 $0.00 $0.00 $7,221.00 27.79 Active E 101-42000-107 Training Reimburse $10,350.00 $10.00 $10.00 $0.00 $10,340.00 0.1 Active E 101-42000-108 Medical Training $2,875.00 $496.00 $496.00 $0.00 $2,379.00 17.25 Active E 101-42000-122 FICA $880.00 $202.87 $0.00 $0.00 $677.13 23.05 Active E 101-42000-124 Fire Pension Contrib $13,300.00 $0.00 $0.00 $0.00 $13,300.00 0 Active E 101-42000-150 Worke's Comp (GE $3,700.00 $0.00 $0.00 $0.00 $3,700.00 0 Active E 101-42000-200 Office Supplies (GE $3,450.00 $811.60 $61.47 $0.00 $2,638.40 23.52 Active E 101-42000-2D8 Training and Instncc ti $4,725.00 $624.66 $0.00 $0.00 $4,100.34 13.22 Active E 101-42000-212 Motor Fuels $800.00 $234.96 $88.03 $0.00 $565.04 29.37 Active E 101-42000-301 Auditing and Acerg $1,400.00 $0.00 $0.00 $0.00 $1,400.00 0 Active E 101-42000-305 Medical - Physicals $810.00 $0.00 $0.00 $0.00 $810.00 0 Active E 101-42000-311 EMT Training $1,200.00 $0.00 $0.00 $0.00 $1,200.00 0 Active E 101-42000-312 First Responder Trai $1,200.00 $765.00 $765.00 $0.00 $435.00 63.75 Active E 101-42000-321 Telephone $1,200.00 $240.79 $84.42 $0.00 $959.21 20.07 Active E 101-42000-331 Travel Expenses $1,000.00 $228.52 $228.52 $0.00 $771.48 22.85 Active E 101-42000-361 General liability Ins $3,100.00 $0.00 $0.00 $0.00 $3,100.00 0 Active E 101-42000-381 Electric Utilities $2,000.00 $304.22 $0.00 $0.00 $1,695.78 15.21 Active E 101-42000-383 Gas Utilities $1,500.00 $2,353.91 $1,098.79 $0.00 -$853.91 156.93 Active E 101-42000-384 Refuse/Garbage Dis $800.00 $0.00 $0.00 $0.00 $800.00 0 r1h e E 101-42000-404 Repair/Maint - Mach/ $3,750.00 $930.87 $376.11 $0.00 $2,819.13 24.82 11 ve E 101-42000-405 Repair/Maint - Buitdi $550.00 $101.92 $101.92 $0.00 $448.08 18.53 Active E 101-42000-417 Uniform Rentals $200.00 $117.25 $0.00 $0.00 $82.75 58.63 Active E 101-42000.433 Dues and Subscripd $200.00 $70.00 $0.00 $0.00 $130.00 35 • CITY OF ALBERTVILLE *Expenditure Guideline® Current Period: March 2001 04/13/01 9:24 AM Page 4 Act YTD YTD MTD Enc % Status Account Desa Budget Amount Amount Current Balance of Budget In-Aciive E 101.42000-447 CIO - Fumfturs $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-42000-490 Donations to Civic O $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-42000-521 C/O - Fire Hall $40,000.00 $5,559.95 $449.26 $0.00 $34,440.05 13.9 Active E 101-42000-551 CIO - Fire Trucks $45,000.00 $0.00 $0.00 $0.00 $45,000.00 0 Active E 101-42000-560 Furniture and Fixture $2,200.00 $0.00 $0.00 $0.00 $2,200.00 0 Active E 101-42000-570 OfBoe Equip and Fur $2,200.00 $982.20 $500.51 $0.00 $1,217.80 44.65 In -Active E 101-42DOO- 0 Other Equipment $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 101-42000-583 CIO - Hose $1.650.00 $0.00 $0.00 $0.00 $1,650.00 0 Active E 101-42000-584 CIO - Trunout Gew $Z750.00 $0.00 $0.00 $0.00 $2,750.00 0 Active E 101-42000-M C/O - Air Padcs $2,990.00 $0.00 $0.00 $0.00 $2,9W.00 0 Active E 101-42000-586 CIO - Pagers $1,5W.00 $142.26 $142.26 $0.00 $1,357.74 9.48 Active E 101-42000-587 CIO - Tools $1,200.00 $0.00 $0.00 $0.00 $1,200.00 0 Dept 42000 Fbw Departtent $169,980.00 $16,955.98 $4,402.29 $0.00 $153,024.02 9.98% Dept 42110 Police Administration Active E 101-42110-307 Police Contract Fees $233,600.00 $58,400.01 $38,933.34 $0.00 $175,199.99 25 Dept 42110 Polke Aatrninistraiton $233,600.00 $58,400.01 $38,933.34 $0.00 $175,199.99 25.00% ow 42400 Building Inspection (GENERAL) Active E 101-42400-302 Building Inspection F $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 424W Building Inspection (GENERAL) $0.00 $0.00 $0.00 $0.00 $0.00 0.00% Dept 42700 Animal Control Active E 101-42700-309 Animal Control Contr $3,000.00 $396.00 $38.00 $0.00 $2,604.00 13.2 Dept 42700 Animal Control $3,000.00 $396.00 $38.00 $0.00 $2,604.00 13.20% Dept 43100 Hwys, Streets, & Roads Active E 101-43100-101 Full -Time Employees $39,993.00 $9,309.64 $3,103.21 $0.00 $30,683.36 23.28 Active E 101-43100-102 Full -Time Employees $500.00 $1,421.17 $691.45 $0.00 -$921.17 284.23 Active E 101-43IM104 Temporary Employe $4,000.00 $570.00 $210.00 $0.00 $3,430.00 14.25 Active E 101-43100-121 PERA $2,305.00 $555.91 $196.60 $0.00 $1,749.09 24.12 Active E 101-43100-122 FICA $3,404.00 $864.52 $306.35 $0.00 $2,539.48 25.4 Active E 101-43100-130 Employer Paid Ins ( $7,500.00 $3,041.24 $2,179.40 $0.00 $4,458.76 40.55 Active E 101-43100-151 Waiter's Comp Insur $2,964.00 $0.00 $0.00 $0.00 $2,964.00 0 Active E 101-43100-208 Training and Instr uti $750.00 $380.75 $125.00 $0.00 $369.25 50.77 Active E 101-43100-212 Motor Fuels $3,500.00 $2,763.14 $1,094.14 $0.00 $736.86 78.95 Active E 101-43100-215 Shop Supplies $3,000.00 $816.79 $70.83 $0.00 $2,183.21 27.23 Active E 101-43100-221 lee Removal $4,000.00 $3,745.55 $3,524.21 $0.00 $254.45 93.64 Active E 101-43100-222 Sand & Gravel $1,000.00 $1,702.73 $0.00 $0.00 -$702.73 170.27 Active E 101-43100-223 Seal Coating $16,000.00 $0.00 $0.00 $0.00 $16,000.00 0 Active E 101-43100-224 Street Ovedayment $75,000.00 $0.00 $0.00 $0.00 $75,000.00 0 Wc! ve E 101-43100-226 Sign Repair Material $500.00 $241.26 $0.00 $0.00 $258.74 48.25 Active E 101-43100-227 Street Sweeping $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 101-43100-321 Telephone $1,350.00 $273.12 $130.88 $0.00 $1,076.88 20.23 Active E 101-43100-323 Nextel Radio Units $371.00 $0.00 $0.00 $0.00 $371.00 0 • CITY OF ALBERTVILLE *Expenditure Guideline® Current Period: March 2001 04/13/01 9:24 AM Page 5 Act YTD Y M Mm Enc % Status Account Dearer Budget Amount Amount Currant Balance of Budget Active E 101-43100-329 Civil Defense Siren $15,000.00 $0.00 $0.00 $0.00 $15,000.00 0 Active E 10143100-331 Travel Expenses $100.00 $0.00 $0.00 $0.00 $100.00 0 Active E 101-43100-381 Electric Utilities $2,400.00 $230.92 $0.00 $0.00 $2,169.08 9.62 Active E 101-43100-383 Gas Utilities $2,500.00 $906.00 $345.00 $0.00 $1,594.00 36.24 Active E 101-431W 400 Repair/Maint - Paved $7,000.00 $672.00 $0.00 $0.00 $6,328.00 9.6 Active E 101-43100-401 Repair/Maint - Unpa $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 101-43100-402 Repair/Maint - Sidew $7,500.00 $0.00 $0.00 $0.00 $7,500.00 0 Active E 101-43100-403 Repair/Maint -Catch $3,000.00 $0.00 $0.00 $0.00 $3,000.00 0 Active E 10143100-404 Repair/Maint - Machl $10,000.00 $1,723.71 $822.84 $0.00 $8,276.29 17.24 Active E 101-43100-405 Repair/Maint - Butidi $5,000.00 $2,316.68 $307.16 $0.00 $2,683.32 46.33 Active E 101-43100-410 Rentals (GENERAL) $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 101-43100-417 Uniform Rentals $800.00 $180.43 $37.74 $0.00 $619.57 22.55 Active E 101-43100-433 Dues and Subscript $500.00 $252.50 $0.00 $0.00 $247.50 50.5 Active E 101-43100-522 C/O - PIN Building $35,000.00 $5,715.00 $0.00 $0.00 $29,285.00 16.33 Active E 101-43100-541 C/O - TractorAoader $25,000.00 $0.00 $0.00 $0.00 $25,000.00 0 Active E 101-43100-542 GO - $now Plow $25,000.00 $0.00 $0.00 $0.00 $25,000.00 0 Active E 101-43100,W GO - Pick-up $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 e E 101-43100-581 C/O - Mower $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 4e E 101-43100-582 GO - Misc. Equipm $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Dept 43100 Hwys, Streets, & Roads $335,437.00 $37,683.06 $13,144.81 $0.00 $297,753.94 11.23% Dept 43160 Street Lighting Active E 101-43160-381 Electric Utilities $38,000.00 $9,891.26 $3,422.79 $0.00 $28,108.74 26.03 Dept 43160 SMeot Lighting $38,000.00 $9,891.26 $3,422.79 $0.00 $28,108.74 26.03% Dept 43200 Sanitation (GENERAL) In -Active E 101-43200-210 Operating Supplies ( $0.00 $8.94 $0.00 $0.00 -$8.94 0 Active E 101-43200-308 Recycling Contract F $23,000.00 $5,630.50 $1,957.75 $0.00 $17,369.50 24.48 Dept 43200 Sanitation (GENERAL) $23,000.00 $5,639.44 $1,957.75 $0.00 $17,360.56 24.52% Dept 45000 Culture and Rec (GENERAL) Active E 101-45000-596 Friendly City Days $4,250.00 $250.00 $0.00 $0.00 $4,000.00 5.88 Active E 101-45000-5971ce Arena Funding $15,000.00 $0.00 $0.00 $0.00 $15,000.00 0 Active E 101-45000-598 Pledges & Contributi $6,516.00 $0.00 $0.00 $0.00 $6,516.00 0 Dept 4WW Culture and Roc (GENERAL) $25,766.00 $250.00 $0.00 $0.00 $25,516.00 0.97% Dept 45100 Recreation (GENERAL) Active E 101-45100-101 Full -Tim Employees $45,110.00 $10,380.00 $3,460.00 $0.00 $34,730.00 23.01 Active E 101-45100-102 Full -Time Employees $500.00 $99.75 $0.00 $0.00 $400.25 19.95 Active E 101-45100-104 Temporary Employe $1,000.00 $518.00 $196.00 $0.00 $482.00 51.8 Active E 101-45100-121 PERA $2,362.00 $542.87 $179.23 $0.00 $1,819.13 22.98 Wctive E 101-45100-122 FICA $3,566.00 $801.71 $264.70 $0.00 $2,764.29 22.48 Active E 101-45100-130 Employer Paid Ins ( $7,500.00 $2,854.09 $1,992.25 $0.00 $4,645.91 38.05 Active E 101-45100-151 Worker's Comp insur $2,968.00 $0.00 $0.00 $0.00 $2,968.00 0 Active E 101-45100-208 Training and instructi $300.00 $380.75 $125.00 $0.00 -$80.75 126.92 CITY OF ALBERTVILLE 04/1,V01 9:24 AM *Expenditure Guideline® Page 6 • Current Period: March 2001 Act YTD YTD MTD Enc % Status Account Descr Budget Amount Amount Current Balance of Budget Alive E 10145100-210 Operating Supplies ( $3.000.00 $44.04 $0.00 $0.00 $2,955.96 1.47 Active E 101.45100-212 Motor FPS $800.00 $72.00 $0.00 $0.00 $728.00 9 Active E 101-45100-321 Telephone $700.00 $105.88 $52.20 $0.00 $594.12 15.13 Active E 101-45100-323 Nexbl Raft Units $375.00 $0.00 $0.00 $0.00 $375.00 0 Active E 10145100-331 Travel Expenses $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 101-45100-361 Goal Liability Ins $4,400.00 $0.00 $0.00 $0.00 $4,400.00 0 Active E 101-45100-381 Electric Utilities $2,700.00 $468.28 $23.54 $0.00 $2,231.72 17.34 Active E 101-45100-M Gas Utilities $1,500.00 $326.00 $126.00 $0.00 $1,174.00 21.73 Active E 10145100.384 ReMselGarbage Dis $1,500.00 $100.66 $0.00 $0.00 $1,399.34 6.71 Active E 101-45100-404 RepakdMaint - Mac hl $4.000.00 $1,956.42 $0.00 $0.00 $2,043.58 48.91 Active E 101.45100-405 Repair Maint - Bulldi $2,000.00 $18.94 $18.94 $0.00 $1,981.06 0.95 Active E 101-45100.415 Other Equipment Re $2,500.00 $231.90 $77.30 $0.00 $2,268.10 9.28 Active E 10145100-417 Uniform Rentals $1,000.00 $180.43 $37.74 $0.00 $819.57 18.04 Active E 101-45100-523 GO - Park Buildings $2,000.00 $0.00 $0.00 $0.00 $2,000.00 0 Alive E 101-45100-530 Improvements Other $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 Active E 101-45100-552 GO-'trdc-up $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 Active E 101-45100-588 C/O - Park Mach/Eq $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 dive E 101-45100-M C/O - Parki7rail Con $20,000.00 $0.00 $0.00 $0.00 $20,000.00 0 40 e E 101-45100-595 City Special Asps $3,200.00 $0.00 $0.00 $0.00 $3,200.00 0 Dept 45100 Recreation (GENERAL) $143,181.00 $19,081.72 $6,552.90 $0.00 $124,099.28 13.33% Dept 47000 Debt Service (GENERAL) Active E 101-47000-602 Debt Service - Lease $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 47000 Debt Ser ke (GENERAL) $0.00 $0.00 $0.00 $0.00 $0.00 0.00% Dept 49000 Miscellaneous (GENERAL) Active E 101-49000-510 Land Dept 49000 Miscellaneous (GENERAL) Dept 49300 Other Financing Uses Active E 101-493OMW Working Capital Res Active E 101-49300-M Capital Projects Res Dept 49M Other Financing Uses $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 0 $0.00 0.00% $75.000.00 $40.000.00 $0.00 $26,679.93 $0.00 $0.00 $0.00 $0.00 $75.000.00 $13,320.07 0 66.7 $115,000.00 $26,679.93 $0.00 $0.00 $88,320.07 23.20% Fund 101 GENERAL RIND $1,486,501.00 $266,981.29 $111,414.06 0 $0.00 $1,219,519.71 17.96% • CITY OF ALBERTVILLE 04/13/01 10:25 AM *Revenue Guldellnea Page 64 Current Period: March 2001 Act % Status Account Descr YTD Budgat YTD Amount MTD Amount Balance of Sudgat Fund 601 SEWER FUND Active R 601-36105 Cartlfled Doi. Utilities $0.00 $1,185.29 $0.00 41,185.29 0 Active R 601-362101nterest Earnings $0.00 $0.00 $0.00 $0.00 0 Active R 601-37200 Sever Sales $250.000.00 $66,779.24 $894.12 $183,220.76 26.71 Active R 601-37260 Swr Penalty $2,500.00 $1,239.32 $93.47 $1,260.68 49.57 Active R 601-99999 UNALLOCATED UTILITY $0.00 $0.00 $0.00 $0.00 0 Fund 601 SEWER FUND $252,500.00 $69,203.85 $987.59 $183,296.15 27.41% • 0 CITY OF ALBERTVILLE 04/13/01 10:24 AM *Expenditure Guideline® Page 59 • Current Period: March 2001 Act YTD YTD MTD Enc % Status Account Descr Budget Amount Amount Current Balance of Budget Fund 801 SEWER FUND Dept 49450 Sewer (GENERAL) Active E 601-49450-101 Full -Time Employees $24,570.00 $6,076.13 $2,028.75 $0.00 $18,493.87 24.73 Active E 60149450-102 Full -Tine Employees $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 601-49450-103 Part -Tim Employee $3,000.00 $0.00 $0.00 $0.00 $3,000.00 0 Active E 601-49450-104 Temporary Employe $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0 Alive E 601-49450-121 PERA $1,273.00 $314.77 $105.09 $0.00 $958.23 24.73 Active E 601-49450-122 FICA $1,81W.00 $464.82 $15521 $0.00 $1,415.18 24.72 Active E 601-49450-130 Employer Paid Ins ( $4,500.00 $1,683.22 $1,239.41 $0.00 $2,616.78 37.4 Active E 601-49450-151 Workers Corp Ins $767.00 $0.00 $0.00 $0.00 $767.00 0 Active E 601-49450-203 Printed Forms $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 601-49450-208 Training and Instnxtl $1,500.00 $616.75 $210.00 $0.00 $88325 41.12 Active E 601-49450-209 Locates $750.00 $10720 $68.80 $0.00 $642.80 14.29 Active E 601-49450-210 Operating Supplies ( $2,500.00 $2,998.91 $2,221.34 $0.00 -$498.91 119.96 Active E 601-49450-212 Molex Fuels $750.00 $219.07 $60.50 $0.00 $530.93 29.21 Active E 601-49450-216 Chemicals - Alum $9.000.00 $0.00 $0.00 $0.00 $9,000.00 0 Active E 601-49450-217 Chemicals - Ferric C $8,000.00 $7,572.72 $0.00 $0.00 $427.28 94.66 E 601-49450-218 Testing Expenses $6,500.00 $618.00 $274.00 $0.00 $5,862.00 9.51 E 601-49450-300 Professional Srvs (G $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 601-49450-321 Telephone $1,000.00 $159.24 $62.47 $0.00 $840.76 15.92 Active E 601-49450-322 Postage $600.00 $324.31 $160.15 $0.00 $275.69 54.05 Active E 601-49450-323 Nextei Radio Units $566.00 $0.00 $0.00 $0.00 $566.00 0 Active E 601-49450-331 Travel Expenses $500.00 $8.70 $0.00 $0.00 $491.30 1.74 Active E 601-49450-361 General Liability Ins $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 601-49450-381 Electric Utilities $25,000.00 $4,140.22 $0.00 $0.00 $20,859.78 16.56 Alive E 601-49450-M Gas Utilities $4,000.00 $818.95 $0.00 $0.00 $3,181.05 20.47 Active E 601-49450-404 Repair/Maint - Mach $10,000.00 $3,303.47 $83.75 $0.00 $6,696.53 33.03 Active E 601-49450-405 Repair/Maint - Buft $1,000.00 $34520 $34520 $0.00 $654.80 34.52 Active E 601-494504M RIM - C40ecdon Syst $7,500.00 $14,339.64 $13,454.09 $0.00 -$6,839.64 191.2 In -Active E 601-49450.412 Building Rentals $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 601-49450-417 Uniform Rentals $600.00 $118.53 $37.74 $0.00 $481.47 19.76 Active E 601-49450-552 C/O - Pick-up $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 601-49450-580 Other Equipment $7,500.00 $748.21 $0.00 $0.00 $6,751.79 9.98 Active E 601-49450-587 CIO - Tools $2,000.00 $0.00 $0.00 $0.00 $2,000.00 0 Active E 601-49450-590 CIO - Alternative Eta $10,000.00 $0.00 $0.00 $0.00 $10,000.00 0 Active E 601-49450-601 Debt Sry Bond Prind $62,000.00 $31,512.31 $0.00 $0.00 $30,487.69 50.83 Active E 601.49450-611 Bond Interest $38,500.00 $18,452.95 $0.00 $0.00 $20,047.05 47.93 Alive E 601-49450-670 Depredates Expert $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 49M Sewer (GENERAL) $252,756.00 $94,943.32 $20,506.50 $0.00 $157,812.68 37.56% Fund 601 SEINER FUND $252,756.00 $94,943.32 $20,506.50 $0.00 $157,812.68 37.56% 9 CITY OF ALBERTVILLE 04/13101 10:25 AM *Revenue Guideline® Page 65 Current Period: March 2001 Act % Status Account Desc r YTD Budget YTD Amount MTD Amount Balance of Budget Fund 602 WATER FUND Active R 602-31300 General Safes and Use To $0.00 -$709.13 $0.00 $709.13 0 Active R 602-349M Other Revenues $0.00 $0.00 $0.00 $0.00 0 Active R 602-361OO Special Assessments $0.00 $0.00 $0.00 $0.00 0 Active R 602-36105 CertiNed Del. Utititlea $0.00 $0.00 $0.00 $0.00 0 Active R 602-36210 Interest Earnings $0.00 $0.00 $0.00 $0.00 0 Active R 602-37100 Water Sales - City $85,000.00 $19,649.26 $273.71 $65.350.74 23.12 Active R 602-37105 Water Sales - JPB $0.00 477,773.99 $814.57 $77,773.99 0 Active R 602-37130 Sale Water Test Fees $0.00 -$608.72 $0.01 $608.72 0 Active R 602-37160 Water Penalty - City $350.00 $738.48 $28.58 -$388.48 210.99 Active R 602-37165 Water Penalty - JP $0.00 -$2,171.06 $86.34 $2,171.06 0 Active R 602-37166 Sale Water Penalty $0.00 $11.52 $0.00 411.52 0 Active R 602,37170 WAC - City $60,000.00 $14,400.00 $7,200.00 $45,600.00 24 Active R 602-37171 WAC - JP8 $0.00 -$30,400.00 $16,8W.00 $30,400.00 0 Active R 602-37175 TRUNK WATER FEES $0.00 $0.00 $0.00 $0.00 0 Active R 602-37190 Motor Sales $10,000.00 $3,420.00 $1,940.00 $6,580.00 34.2 Active R 602-99999 UNALLOCATED UTILITY $0.00 $560.36 $404.42 -$560.36 0 Fund 602 WATER FUND $155,350.00 -$72,88328 $27,547.63 $228,233.28 -46.92% • 0 CITY OF ALBERTVILLE *Expenditure Guideline© Current Period: March 2001 04/13/01 10:27 AM Page 60 Act YTD YTD MTD Eric % Status Account Des r Budget Amount Amount Current Balance of Budget Fund 602 WATER FUND Dept 49400 Water Utilities (GENERAL) Active E 602-49400-101 Full -Time E $24,570.00 $6,076.12 $2,028.75 $0.00 $18,493.88 24.73 Active E 602-49400-102 Full -Time Employees $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0 Active E 602-49400-104 Temporary Employe $3,000.00 $0.00 $0.00 $0.00 $3,000.00 0 Active E 602-49400-121 PERA $1,273.00 $314.66 $105.06 $0.00 $958.34 24.72 Active E 602-49400-122 FICA $1,880.00 $464.81 $155.18 $0.00 $1,415.19 24.72 Active E 602-49400-130 Employer Paid Ins ( $4,500.00 $1,683.22 $1,239.40 $0.00 $2,816.78 37.4 Active E 602-49400-151 Worker's Comp insur $787.00 $0.00 $0.00 $0.00 $787.00 0 Active E 602-49400-203 Printed Farms $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 602-49400-208 Training and Inst udl $600.00 $315.75 $0.00 $0.00 $284.25 52.63 Active E 602-49400-209 Locates $750.00 $33.60 $33.60 $0.00 $716.40 4.48 Active E 602-49400.210 Operating Supplies ( $1,000.00 $59.63 $15.92 $0.00 $940.37 5.96 Active E 602-49400-212 Motor Fuels $1,000.00 $141.54 $74.02 $0.00 $858.46 14.15 Active E 602-49400-250 Meters for Resale $10,000.00 $29,948.13 $0.00 $0.00 -$19,948.13 299.48 Active E 602-49400-300 Professional Srvs (G $1,500.00 $0.00 $0.00 $0.00 $1,500.00 0 Active E 602-49400-321 Telephone $1,000.00 $72.28 $33.03 $0.00 $927.72 7.23 cute E 602-49400-322 Postage $600.00 $324.30 $160.15 $0.00 $275.70 54.05 0ctive E 602-49400-323 Nextel Radio Units $561.00 $0.00 $0.00 $0.00 $561.00 0 Active E 602-49400-331 Travel Expenses $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 602-49400-361 General Liability Ins $500.00 $0.00 $0.00 $0.00 $500.00 0 Active E 602-49400-404 Repair/Maint - Machi $3,500.00 $650.00 $0.00 $0.00 $2,850.00 18.57 Active E 602-49400-407 RIM - Water Mains $25.000.00 $0.00 $0.00 $0.00 $25,000.00 0 Active E 602-49400-408 RIM • Water Service $1,000.00 $0.00 $0.00 $0.00 $1,000.00 0 In -Active E 602-49400-412 Building Rentals $0.00 $0.00 $0.00 $0.00 $0.00 0 Active E 602-49400-417 Uniform Rentals $600.00 $118.55 $37.75 $0.00 $481.45 19.76 Active E 602-49400-445 CIO - Tools $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 602-49400-446 C/O - Vehicles $10,000.00 $4,608.75 $4,608.75 $0.00 $5,391.25 46.09 Active E 602-49400-582 C/O - Misc. Equipme $5,000.00 $0.00 $0.00 $0.00 $5,000.00 0 Active E 602-49400-670 Depredation Experts $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 494400 Water Udffdes (GENERAL) $105,321.00 $44,811.34 $8,491.61 $0.00 $60,509.66 42.55% Dept 49450 Sewer (GENERAL) In -Active E 602-49450-412 Building Rentals $0.00 $0.00 $0.00 $0.00 $0.00 0 Dept 494M Sewer (GENERAL) $0.00 $0.00 $0.00 $0.00 $0.00 0.00% Fund 602 WATER FUND 0 $105,321.00 $44,811.34 $8,491.61 $0.00 $60,509.66 42.55% CITY OF ALBERTVILLE • *Revenue Guideline® Current Perlod: March 2001 Act Status Account Oescr YTD Budget YTD Amount MM Amount Fund 604 STORM WATER Active R 604-36105 Certified Del. Utilities $0.00 $0.00 $0.00 Active R W4-36210 Interest Earnings $0.00 $0.00 $0.00 Active R 604-37400 Siam Water Charges $28,000.00 $8,642.01 $76.01 Active R 604,37450 Storm Wtr Connection $20,000.00 $4,800.00 $2,400.00 Active R 604-37460 Storm Water Penalty $250.00 $109.04 $7.99 Active R 604-99999 UNALLOCATED UTIUTY $0.00 $0.00 $0.00 Fund 604 STORM WATER $48,250.00 $13,551.05 $2,484.00 0 0 04/13/01 10:25 AM Page 66 Y. Balance of Stu $0.00 0 $0.00 0 $19,357.99 30.86 $15,200.00 24 $140.96 43.62 $0.00 0 $34.698.95 28.09% Report Total $1,942,601.00 $212,414.13 $157,199.72 $1,730,186.87 10.93% CITY OF ALBERTVILLE 04/13/01 10:27 AM *Expenditure Guideline® Page 61 Current PwW: March 2001 Act YM YM MTD Enc % Status Account peso Budget Amount Amount Current Balance of Budget Fund 604 STORM WATER Dept 49960 Storm Wad t)dlity Active E 60449960-203 Printed Fors $200.00 $0.00 $0.00 $0.00 $200.00 0 Active E 60"9960.300 Proflissional Srvs (G $7,500.00 $0.00 $0.00 $0.00 $7,500.00 0 Active E W"9960-322 Postage $300.00 $164.14 $0.00 $0.00 $135.86 54.71 Dept 49960 storm wow Ufft $8,000.00 $164.14 $0.00 $0.00 $7,835.86 2.05% Fund 604 STORM WATER Report Total • 0 $8,000.00 $164.14 $0.00 $0.00 $7,835.86 2.05% $1,852,578.00 $1,772,264.45 $405,566.39 $0.00 $80,313.55 95.66% zz-. CITY OF ALBERTVILLE 04/1310110:30 AM 1-C Page 1 • Cash Balances MTD MTD Current FUND Descr Account Debit Credit Balance Cash GENERAL FUND G 101-10100 $69,239.04 $126,980.95 -$1,924,507.83 CAPITAL OUTLAY RESERVE G 102-10100 $0.00 $0.00 $234,364.14 PARK DEDICATION G 201-10100 $40,027.00 $0.00 $427,096.06 REVOLVING LOAN G 203-10100 $691.14 $0.00 $33,382.13 SEWER ACCESS G 204-10100 $48,000.00 $0.00 $2,968,664.78 CMIF G 205.10100 $0.00 $0.00 42,815.84 WAC FUND G 206.10100 $0.00 $0.00 $0.00 CLOSED BOND G 300.10100 $0.00 $0.00 $150,430.51 1988 ADV REF/IMP G 317-10100 $0.00 $0.00 -$157,332.00 1989 REF BOND G 318-10100 $0.00 $0.00 $40,464.49 1992A GO IMP G 322-10100 $0.00 $0.00 $81,406.28 1992 GO REF/IMP G 323-10100 $6,800.35 $0.00 $9,605.67 1993A GO REF/IMP G 324-10100 $0.00 $423.25 $115,185.50 1993B GO IMPROVEMENT G 325-10100 $0.00 $0.00 $0.00 1994A GO BOND G 327-10100 $0.00 $0.00 $0.00 M3C REFUNDING G 341-10100 $0.00 $546.25 -$6,367.23 8 GO S/W REVENUE G 342-10100 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-10100 $0.00 $0.00 -$33,337.50 1990 GO TAX INCREMENT G 352-10100 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-10100 $0.00 $258.75 -$62,640.93 1999 LEASE/REVENUE G 354-10100 $0.00 $0.00 $40,644.57 1999A GO IMPROVEMENT G 355-10100 $0.00 $0.00 -$8,313.74 CLOSED CAPITAL PROJECTS G 400-10100 $0.00 $0.00 $173,291.16 TIF #5 - ALB. DRAINAGE G 403.10100 $0.00 $0.00 $0.00 TIF #6 - FRASER STEEL G 406-10100 $0.00 $0.00 -$25.13 TIF 97 - SENIOR HOUSING G 407-10100 $0.00 $0.00 $4,478.17 TIF #8 - VETSCH CABINETS G 408-10100 $0.00 $0.00 -$384.04 TIF #9 - BARTHEL BUS G 409-10100 $0.00 $0.00 $10,914.17 TIF #10 - MOLD TECH G 410-10100 $0.00 $492.77 -$9,783.76 TIF #11 - LAND OF LAKES G 411-10100 $0.00 $0.00 418,054.90 B.I.DJ52ND ST G 421-10100 $0.00 $0.00 -$10,837.39 BRITTANY KAY G 423-10100 $0.00 $0.00 $0.00 FRONTAGE RD SEWER G 426.10100 $0.00 $0.00 -$964.43 FAIRFILED ADDITION G 427-10100 $0.00 $0.00 -$22,349.90 NE SEWER/WATER G 428-10100 $0.00 $0.00 -$9,136.32 CSAH 19/37 INTERSECTION G 429-10100 $0.00 $1,143.94 -$29,294.63 PARKSIDE 3RD G 430-10100 $0.00 $0.00 -$18,264.27 VETSCH TIF G 431-10100 $0.00 $0.00 $0.00 4TH G 432-10100 $0.00 $0.00 -$30,619.01 qwARKSIDE OTTAGE OF ALBERTVILLE G 433-10100 $0.00 $0.00 -$29,157.00 CEDAR CREEK INDUSTRIAL G 435-10100 $0.00 $0.00 -$2,768.17 MAINTENANCE BLDG G 436-10100 $0.00 $0.00 $0.00 THE MEADOWS G 437-10100 $0.00 $0.00 $0.00 CEDAR CREEK N & S G 438.10100 $0.00 $1,311.60 -$102,910.66 CITY OF ALBERTVILLE 04/13101 10:30 AM Page 2 . Cash Balances MTD MTD Current FUND Desc r Account Debit Credit Balance CENTER OAKS 2 & 3 G 439-10100 $0.00 $0.00 -$116,606.24 PARKSIDE COMMERCIAL G 440-10100 $0.00 $0.00 -$4,922.00 SECURITY STATE BANK G 441-10100 $0.00 $0.00 $0.00 BARTHEL BUS GARAGE G 442-10100 $0.00 $0.00 -$5,958.13 KARSTON COVE G 443-10100 $0.00 $0.00 -$18,861.75 PSYK'S 7TH & 8TH G 444-10100 $0.00 $0.00 -$23,406.79 PARK VIEW 1ST & 2ND G 445.10100 $0.00 $0.00 -$1,858.23 FIRE HALL G 446-10100 $0.00 $0.00 -$765,610.01 57TH ST IMPROVEMENT G 447-10100 $0.00 $0.00 -$133,321.16 CSAH 19 IMPROVEMENT G 448-10100 $0.00 $0.00 -$35,025.56 62ND ST IMPROVEMENT G 449-101W $0.00 $0.00 $67,215.11 ALBERT VILLAS G 450-10100 $0.00 $4,612.43 -$112,028.13 MOONEY ADDITION G 451-10100 $0.00 $0.00 -$7,504.52 TRAFFIC LIGHT G 452-10100 $0.00 $55.00 -$141,156.01 KOLLEVILLE ESTATES G 453-10100 $0.00 $322.50 .$23,303.75 SW LIFT STATION G 454-10100 $0.00 $0.00 $138,305.57 *WNE LAKES G 456-10100 $0.00 $1,601.78 $14,713.69 EURING MEADOWS G 457-10100 $0.00 $1,145.75 $1,104.58 2000 WWTF EXPANSION G 460-10100 $0.00 $253,240.20 $254,561.01 SEWER FUND G 601-10100 $967.59 $20,506.50 $161,342.54 WATER FUND G 602-10100 $27,547.63 $8,491.61 $482,313.69 STORM WATER G 604-10100 $2,484.00 $0.00 $236,645.99 Total Cash $195,776.75 $421,133.28 $636,648.07 Cash in Trust CMIF G 205-10120 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-10120 $0.00 $0.00 $2,341.84 FIRE HALL G 446-10120 $0.00 $0.00 $817,971.69 Total Cash In Trust $0.00 $0.00 $820,313.53 Restricted Cash In Trust CMIF G 205-10130 $0.00 $0.00 $0.00 19N LEASE/REVENUE G 354-10130 $0.00 $0.00 $82,027.61 Total Restricted Cash in Trust $0.00 $0.00 $82,027.61 Petty Cash GENERAL FUND G 101-10150 $0.00 $0.00 $71.14 CMIF G 205-10150 $0.00 $0.00 $0.00 Total Petty Cash $0.00 $0.00 $71.14 Savings Account GENERAL FUND G 101-10200 $0.00 $0.00 $1,067,986.79 MIF G 205.10200 $0.00 $0.00 $0.00 GO IMPROVEMENT G 355-10200 $0.00 $0.00 $3,682.88 57TH ST IMPROVEMENT G 447-10200 $0.00 $0.00 $0.00 CSAH 19 IMPROVEMENT G 448-10200 $0.00 $0.00 $0.00 62ND ST IMPROVEMENT G 449-10200 $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/13/01 10:30 AEI Page 3 Cash Balances MTD MTD Cement FUND Desc r Account Debit Credit Balance Total Savings Account $0.00 $0.00 $1,071,669.67 Highland Bank CD's GENERAL FUND G 101-10300 $0.00 $0.00 $8,566.56 CMIF G 205-10.300 $0.00 $0.00 $0.00 Total Highland Be* CWs $0.00 $0.00 $8,566.56 State Bank of Rogers GENERAL FUND G 101-10350 $0.00 $0.00 $677,586.91 CMIF G 205-10350 $0.00 $0.00 $0.00 Total State Bank of Ropers $0.00 $0.00 $677,586.91 Dain Rausher l vestment GENERAL FUND G 101-10400 $0.00 $0.00 $1,254,675.01 CMIF G 205-10400 $0.00 $0.00 $0.00 Total Dain Rausher investment $0.00 $0.00 $1,254,675.01 Piper Jaffrey Investments - 2000 WWTF EXPANSION G 460-10410 $0.00 $0.00 $1,021,740.57 tal Piper Jaffrey Investments $0.00 $0.00 $1,021,740.57 Change in Value of Securities GENERAL FUND G 101-10450 $0.00 $0.00 -$15,116.26 CMIF G 205-10450 $0.00 $0.00 $0.00 2000 WWTF EXPANSION G 460-10450 $0.00 $0.00 -$1,728.81 Total Change in Value of Securities $0.00 $0.00 -$16,845.07 Interest Receivable GENERAL FUND G 101-10460 $0.00 $0.00 $8,520.89 CMIF G 205-10460 $0.00 $0.00 $0.00 Total Interest Receivable $0.00 $0.00 $8,520.89 Taxes Receivable -Current GENERAL FUND G 101-10500 $0.00 $0.00 $0.00 CMIF G 205-105W $0.00 $0.00 $0.00 1988 ADV REFAMP G 317-10500 $0.00 $0.00 $0.00 1989 REF BOND G 318-10500 $0.00 $0.00 $0.00 1992A GO IMP G 322-105M $0.00 $0.00 $0.00 1992 GO REFAMP G 323-10500 $0.00 $0.00 $0.00 1993A GO REFAMP G 324-10500 $0.00 $0.00 $0.00 1993B GO IMPROVEMENT G 325-10500 $0.00 $0.00 $0.00 1994A GO BOND G 327-105M $0.00 $0.00 $0.00 1993C REFUNDING G 341-105M $0.00 $0.00 $0.00 1988 GO SAN REVENUE G 342-105M $0.00 $0.00 $0.00 982 & 1984 TAX INCREMENT G 351-10500 $0.00 $0.00 $0.00 GO TAX INCREMENT G 352-10500 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-10500 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-105W $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-10500 $0.00 $0.00 $0.00 • CITY OF ALBERTVILLE Cash Balances 04/13/01 10:30 AM Page 4 MTD MTD Current FUND Des" Account Debit Credit Balance Total Taxes ReceIvable-Current $0.00 $0.00 $0.00 Taxes ReceNable-Delinquent GENERAL FUND G 101-10700 $0.00 $0.00 $19,369.33 CMIF G 205-10700 $0.00 $0.00 $0.00 CLOSED BOND G 300-10700 $0.00 $0.00 $536.78 1988 ADV REF/IMP G 317-10700 $0.00 $0.00 $22.01 1989 REF BOND G 318-10700 $0.00 $0.00 $316.02 1992A GO IMP G 322-10700 $0.00 $0.00 $269.23 1992 GO REF/IMP G 323-10700 $0.00 $0.00 $443.40 1993A GO REF/IMP G 324-10700 $0.00 $0.00 $0.00 1993E GO IMPROVEMENT G 325-10700 $0.00 $0.00 $0.00 1994A GO BOND G 327-10700 $0.00 $0.00 $0.00 1993C REFUNDING G 341-10700 $0.00 $0.00 $791.64 1988 GO SAW REVENUE G 342-10700 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-10700 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-10700 $0.00 $0.00 $0.00 GO TIF BOND G 353-10700 $0.00 $0.00 $316.81 1999 LEASE/REVENUE G 354-10700 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-10700 $0.00 $0.00 $0.00 Total Taxes Receivable -Delinquent $0.00 $0.00 $22,065.22 Allow for Uncollected Taxes CMIF G 205-10800 $0.00 $0.00 $0.00 Total Allow for Uncollected Taxes $0.00 $0.00 $0.00 Accounts Receivable GENERAL FUND G 101-11500 $0.00 $0.00 $0.00 CMIF G 205-115W $0.00 $0.00 $0.00 57TH ST IMPROVEMENT G 447-11500 $0.00 $0.00 $0.00 SEWER FUND G 601-11500 $0.00 $0.00 $72,985.08 WATER FUND G 602-11500 $0.00 $0.00 $92,713.42 STORM WATER G 604-11500 $0.00 $0.00 $9,146.55 Total Accounts Receivable $0.00 $0.00 $174,845.05 Allow for Uncollected Recelvab CMIF G 205-11600 $0.00 $0.00 $0.00 Total Allow for Uncollected Receivab $0.00 $0.00 $0.00 Unbilied Accounts Receivable CMIF G 205-11700 $0.00 $0.00 $0.00 Total Unbiiled Accounts Receivable $0.00 $0.00 $0.00 Return Checks IDENERALFUND G 101-11800 $0.00 $0.00 $0.00 MIF G 205-11800 $0.00 $0.00 $0.00 Total Return Chedca $0.00 $0.00 $0.00 Special Assess Rae -Current GENERAL FUND G 101-12100 $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 5 0 Cash Balances MTD MTD Current FUND Dow Account Debit Credit Balance CMIF G 205-12100 $0.00 $0.00 $0.00 1988 ADV REFAMP G 317-12100 $0.00 $0.00 $0.00 1989 REF BOND G 318-12100 $0.00 $0.00 $0.00 1992A GO IMP G 322-12100 $0.00 $0.00 $0.00 1992 GO REFAMP G 323-12100 $0.00 $0.00 $0.00 1993A GO REFAMP G 324-12100 $0.00 $0.00 $0.00 1993B GO IMPROVEMENT G 325-12100 $0.00 $0.00 $0.00 1994A GO BOND G 327-12100 $0.00 $0.00 $0.00 1993C REFUNDING G 341-12100 $0.00 $0.00 $0.00 1988 GO S/IN REVENUE G 342-12100 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-12100 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-121W $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-12100 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-12100 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355.12100 $0.00 $0.00 $0.00 Total Special Assess Rec-Current $0.00 $0.00 $0.00 ,��I Assess Rsc-0eNnquent GENERAL FUND G 101-12200 $0.00 $0.00 $0.00 CMIF G 205-12200 $0.00 $0.00 $0.00 CLOSED BOND G 300-12200 $0.00 $0.00 $0.00 1988 ADV REF/IMP G 317-12200 $0.00 $0.00 $0.00 1969 REF BOND G 318-12200 $0.00 $0.00 $901.39 1992A GO IMP G 322-12200 $0.00 $0.00 $0.00 1992 GO REFAMP G 323-12200 $0.00 $0.00 $259.96 1993A GO REFAMP G 324-12200 $0.00 $0.00 $13,785.78 1993B GO IMPROVEMENT G 325-12200 $0.00 $0.00 $0.00 1994A GO BOND G 327-12200 $0.00 $0.00 $0.00 1993C REFUNDING G 341-12200 $0.00 $0.00 $0.00 1988 GO S/W REVENUE G 342-12200 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-12200 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-12200 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-12200 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-12200 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-12200 $0.00 $0.00 $249,612.88 Total Special Assess Rec-Delinquent $0.00 $0.00 $264,560.01 Special Assess ReaDeterred GENERAL FUND G 101-12300 $0.00 $0.00 $0.00 CMIF G 205-12300 $0.00 $0.00 $0.00 CLOSED BOND G 300-12300 $0.00 $0.00 $23,685.60 ADV REF/IMP G 317-12300 $0.00 $0.00 $10.503.69 989 REF BOND G 318-12300 $0.00 $0.00 $0.00 1992A GO IMP G 322-12300 $0.00 $0.00 $41,395.36 1992 GO REFAMP G 323-12300 $0.00 $0.00 $0.00 1993A GO REFAMP G 324-12300 $0.00 $0.00 $57,434.82 CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 6 Cash Balances MTD MTD Current FUND Descr Account Debit Credit Balance 19938 GO IMPROVEMENT G 325-12300 $0.00 $0.00 $0.00 1994A GO BOND G 327-12300 $0.00 $0.00 $0.00 1993C REFUNDING G 341-12300 $0.00 $0.00 $0.00 1988 GO S/W REVENUE G 342-12300 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-12300 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-12300 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-12300 $0.00 $0.00 $86,850.04 1999 LEASE/REVENUE G 354-12300 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-12300 $0.00 $0.00 $911,155.78 FRONTAGE RD SEWER G 426-12300 $0.00 $0.00 $12,000.00 Total Special Assess Rec-Deferred $0.00 $0.00 $1,143,025.29 Due From Other Funds GENERAL FUND G 101-13100 $0.00 $0.00 $0.00 CAPITAL OUTLAY RESERVE G 102-13100 $0.00 $0.00 $0.00 SEWER ACCESS G 204-13100 $0.00 $0.00 $0.00 CMIF G 205.13100 $0.00 $0.00 $0.00 Due From Other Funds $0.00 $0.00 $0.00 Due From Other Governments GENERAL FUND G 101-13200 $0.00 $0.00 $0.00 CMIF G 205-13200 $0.00 $0.00 $0.00 CLOSED BOND G 300-13200 $0.00 $0.00 $163.71 1988 ADV REF/IMP G 317-13200 $0.00 $0.00 $15.35 1989 REF BOND G 318-13200 $0.00 $0.00 $0.00 1992A GO IMP G 322-13200 $0.00 $0.00 $0.00 1992 GO REF/IMP G 323-13200 $0.00 $0.00 $0.00 1993A GO REF/IMP G 324-13200 $0.00 $0.00 $0.00 1993C REFUNDING G 341-13200 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-132W $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-13200 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-13200 $0.00 $0.00 $0.00 SEWER FUND G 601-13200 $0.00 $0.00 $22,255.77 WATER FUND G 602-13200 $0.00 $0.00 $17,820.81 STORM WATER G 604-13200 $0.00 $0.00 $84,849.13 Total Due From Other Governments $0.00 $0.00 $125,104.77 Advances To Other Funds GENERAL FUND G 101-13300 $0.00 $0.00 $0.00 CMIF G 205-13300 $0.00 $0.00 $0.00 Total Advances To Odutr Funds $0.00 $0.00 $0.00 Receivables JWnte NERAL FUND G 101-13600 $0.00 $0.00 $0.00 CMIF G 205-13600 $0.00 $0.00 $0.00 Total Rent Receivables $0.00 $0.00 $0.00 0 CITY OF ALBERTVILLE 04113✓0110:30 AM Page 7 Cash Balances MTD MM current FUND Dmscr Account Debit Credit Balance GENERAL FUND G 101-13700 $0.00 $0.00 $0.00 CMIF G 205-13700 $0.00 $0.00 $0.00 Total Due From Subdividers $0.00 $0.00 $0.00 Other Interest Receivable CMIF G 205.13600 $0.00 $0.00 $0.00 Total Other Interest Receivable $0.00 $0.00 $0.00 Inventory of upply CMIF G 205.14100 $0.00 $0.00 $0.00 Total Inventory of Materlal/Supply $0.00 $0.00 $0.00 Inventory of Stores for Resale CMIF G 205-14200 $0.00 $0.00 $0.00 Total inventory of Stores for Resale $0.00 $0.00 $0.00 Prepaid items GENERAL FUND G 101-15500 $0.00 $0.00 $0.00 CMIF G 205-15500 $0.00 $0.00 $0.00 Prepaid Items $0.00 $0.00 $0.00 Deferred Charges GENERAL FUND G 101-15600 $0.00 $0.00 $0.00 CMIF G 205-15600 $0.00 $0.00 $0.00 Total Deferred Charges $0.00 $0.00 $0.00 Preliminary Eng Dev Costs GENERAL FUND G 101-15610 $0.00 $0.00 $0.00 CMIF G 205-15610 $0.00 $0.00 $0.00 Total Preliminary Eng Dev Costs $0.00 $0.00 $0.00 Fixed Asset -Land GENERAL FUND G 101-16100 $0.00 $0.00 $0.00 CMIF G 205-16100 $0.00 $0.00 $0.00 SEWER FUND G 601-16100 $0.00 $0.00 $190,266.52 Total Fixed Asset -Land $0.00 $0.00 $190,266.52 Fixed Asset4uIldings GENERAL FUND G 101-16200 $0.00 $0.00 $0.00 CMIF G 205-16200 $0.00 $0.00 $0.00 Total Fixed Asset -Buildings $0.00 $0.00 $0.00 Improvements Other Than Badge CMIF G 205-16300 $0.00 $0.00 $0.00 SEWER FUND G 601-16300 $0.00 $0.00 $3,741,107.91 WATER FUND G 602-16300 $0.00 $0.00 $296,263.00 otal Improvements Other Than Burgs $0.00 $0.00 $4,037,370.91 axed Asset-Equip/Machinery CMIF G 205.16400 $0.00 $0.00 $0.00 SEWER FUND G 601-16400 $0.00 $0.00 $86,612.02 CITY OF ALBERTVILLE 041/3/01 10:30 AM Page 8 • Cash Balances MTD MTD Current FUND Desa Account Debit Credit Balance Total Fixed Asset-Equip/Machinery $0.00 $0.00 $86,612.02 Fixed Asset -Equip Depreciation CMIF G 205.16410 $0.00 $0.00 $0.00 Total Fixed Asset -Equip Depreciation $0.00 $0.00 $0.00 Fixed Asset-Ofliae Equipment CMIF G 205-16420 $0.00 $0.00 $0.00 Total Fixed Asset-O flce Equipment $0.00 $0.00 $0.00 Fixed Asset -Equip Accum Deprec CMIF G 205-16430 $0.00 $0.00 $0.00 Total Fixed Asset -Equip Accum Deprec $0.00 $0.00 $0.00 Fixed Asset -Motor Vehicles CMIF G 205-16440 $0.00 $0.00 $0.00 SEWER FUND G 601-16440 $0.00 $0.00 $13,531.82 WATER FUND G 602-16440 $0.00 $0.00 $13,531.82 Total Fixed Asset -Motor Vehicles $0.00 $0.00 $27,063.64 Wed Asset -Motor Accum Deprec CMIF G 205-16450 $0.00 $0.00 $0.00 Total Fixed Asset -Motor Accum Deprec $0.00 $0.00 $0.00 Fixed Asset-Const in Progress CMIF G 205-16500 $0.00 $0.00 $0.00 SEWER FUND G 601-16500 $0.00 $0.00 $1,569,248.05 WATER FUND G 602-16500 $0.00 $0.00 $41,219.79 Total Fixed Asset-Const In Progress $0.00 $0.00 $1,610,467.84 Fixed Asset -Leasehold Improve CMIF G 205-16600 $0.00 $0.00 $0.00 Total Fixed Asset -Leasehold Improve $0.00 $0.00 $0.00 Fixed Asset -Lease Accum Deprec CMIF G 205-16610 $0.00 $0.00 $0.00 Total Fixed Asset -Lease Accum Deprec $0.00 $0.00 $0.00 Dppreciation Expense SEWER FUND G 601-168M $0.00 $0.00 $0.00 WATER FUND G 602-16800 $0.00 $0.00 $0.00 Total Depreciation Expense $0.00 $0.00 $0.00 Accumulated Depreciation CMIF G 205-16900 $0.00 $0.00 $0.00 SEWER FUND G 601-169W $0.00 $0.00 4918,201.00 WATER FUND G 602-169M $0.00 $0.00 -$9,662.00 tal Accumulated Depredation $0.00 $0.00 -$927,863.00 Notes Receivable REVOLVING LOAN G 203-17100 $0.00 $0.00 $124,373.48 CMIF G 205-17100 $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/1,V01 10:30 AM Page 9 Cash Balances MTD MTD Current FUND Des" Account Debit Credit Balance Total Notes Receivable $0.00 $0.00 $124,373.48 Amount Avail In Debt Sry Funds CMIF G 205.18100 $0.00 $0.00 $0.00 Total Amount Avail in Debt Sry Funds $0.00 $0.00 $0.00 Amount Provided for Debt Retir CMIF G 205-18200 $0.00 $0.00 $0.00 Total Amount Provided for Debt Retir $0.00 $0.00 $0.00 Voucher Payable CMIF G 205-20100 $0.00 $0.00 $0.00 Total Voucher Payable $0.00 $0•00 $0•00 Accounts Payable GENERAL FUND G 101-20200 $0.00 $0.00 430,031.97 CAPITAL OUTLAY RESERVE G 102-20200 $0.00 $0.00 $0.00 PARK DEDICATION G 201-20200 $0.00 $0.00 41,040.00 REVOLVING LOAN G 203-20200 $0.00 $0.00 $0.00 EWER ACCESS G 204-20200 $0.00 $0.00 $0.00 ,CMIF G 205-20200 $0.00 $0.00 $0.00 CLOSED BOND G 300-20200 $0.00 $0.00 $0.00 1988 ADV REF/IMP G 317-20200 $0.00 $0.00 $0.00 1989 REF BOND G 318-20200 $0.00 $0.00 $0.00 1992A GO IMP G 322-20200 $0.00 $0.00 $0.00 1992 GO REF/IMP G 323-20200 $0.00 $0.00 $0.00 1993A GO REF/IMP G 324-20200 $0.00 $0.00 $0.00 1993B GO IMPROVEMENT G 325-20200 $0.00 $0.00 $0.00 1994A GO BOND G 327-20200 $0.00 $0.00 $0.00 1993C REFUNDING G 341-20200 $0.00 $0.00 $0.00 1988 GO S/W REVENUE G 342-20200 $0.00 $0.00 $0.00 1982 & 19M TAX INCREMENT G 351-20200 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-20200 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-20200 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-20200 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-20200 $0.00 $0.00 $0.00 CLOSED CAPITAL PROJECTS G 400-20200 $0.00 $0.00 -$28,536.72 TIF #5 - ALB. DRAINAGE G 403-20200 $0.00 $0.00 $0.00 TIF #6 - FRASER STEEL G 4M20200 $0.00 $0.00 $0.00 TIF #7 - SENIOR HOUSING G 407-20200 $0.00 $0.00 $0.00 TIF #8 - VETSCH CABINETS G 4M20200 $0.00 $0.00 $0.00 TIF #9 - BARTHEL BUS G 409-20200 $0.00 $0.00 $0.00 #10 - MOLD TECH G 410-20200 $0.00 $0.00 -$137.50 16IF IF #11 -LAND OF LAKES G 411-20200 $0.00 $0.00 $0.00 B.I.D./52ND ST G 421-20200 $0.00 $0.00 $0.00 BRITTANY KAY G 423-20200 $0.00 $0.00 $0.00 FRONTAGE RD SEWER G 426-20200 $0.00 $0.00 $0•00 • CITY OF ALBERTVILLE 04/13/0110:30 AM Page 10 Cash Balances MTD MTD Current FUND Descr Account Debit Credit Balance FAIRFILED ADDITION G 427-20200 $0.00 $0.00 $0.00 NE SEWER/WATER G 428-20200 $0.00 $0.00 $0.00 CSAH 19/37 INTERSECTION G 429-20200 $0.00 $0.00 -$2,420.00 PARKSIDE 3RD G 430-20200 $0.00 $0.00 $0.00 VETSCH TIF G 431-20200 $0.00 $0.00 $0.00 PARKSIDE 4TH G 432-20200 $0.00 $0.00 $0.00 COTTAGE OF ALBERTVILLE G 433.20200 $0.00 $0.00 $0.00 CEDAR CREEK INDUSTRIAL G 435.20200 $0.00 $0.00 $0.00 MAINTENANCE BLDG G 436.20200 $0.00 $0.00 $0.00 THE MEADOWS G 437-20200 $0.00 $0.00 $0.00 CEDAR CREEK N & S G 438-20200 $0.00 $0.00 -$1,542.50 CENTER OAKS 2 & 3 G 439-20200 $0.00 $0.00 -$440.50 PARKSIDE COMMERCIAL G 440-20200 $0.00 $0.00 -$301.90 SECURITY STATE BANK G 441-20200 $0.00 $0.00 $0.00 BARTHEL BUS GARAGE G 442-20200 $0.00 $0.00 $0.00 KARSTON COVE G 443-20200 $0.00 $0.00 $0.00 &SYK'S 7TH & 8TH G 444-20200 $0.00 $0.00 4263.50 PARK VIEW 1ST & 2ND G 445.20200 $0.00 $0.00 $0.00 FIRE HALL G 446-20200 $0.00 $0.00 $0.00 57TH ST IMPROVEMENT G 447-20200 $0.00 $0.00 $0.00 CSAH 19 IMPROVEMENT G 448-20200 $0.00 $0.00 $0.00 62ND ST IMPROVEMENT G 449-20200 $0.00 $0.00 $0.00 ALBERT VILLAS G 450-20200 $0.00 $0.00 -$9,448.59 MOONEY ADDITION G 451-20200 $0.00 $0.00 $577.50 TRAFFIC LIGHT G 452-20200 $0.00 $0.00 $0.00 KOLLEVILLE ESTATES G 453-20200 $0.00 $0.00 $0.00 SW LIFT STATION G 454-20200 $0.00 $0.00 $0.00 TOWNE LAKES G 456-20200 $0.00 $0.00 $0.00 HEURING MEADOWS G 457-20200 $0.00 $0.00 -$782.00 2000 WWTF EXPANSION G 460.20200 $0.00 $0.00 -$21,464.60 SEWER FUND G 601-20200 $0.00 $0.00 -$4,010.66 WATER FUND G 602-20200 $0.00 $0.00 -$814.13 STORM WATER G 604-20200 $0.00 $0.00 491.49 Total Accounts Payable $0.00 $0.00 -$101,903.56 Judgments Payable CMIF G 205-20300 $0.00 $0.00 $0.00 Total Judgments Payable $0.00 $0.00 $0.00 Contracts Payable GENERAL FUND G 101-20600 $0.00 $0.00 $0.00 MIF G 205-20600 $0.00 $0.00 $0.00 .I.D./52ND ST G 421-206W $0.00 $0.00 -$29,398.10 FIRE HALL G 446-20600 $0.00 $0.00 $0.00 CSAH 19 IMPROVEMENT G 448-20600 $0.00 $0.00 -$12,876.87 62ND ST IMPROVEMENT G 449-20600 $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/13101 10:30 AM Page 11 Cash Balances • MTD MTD current FUND Descr Account Debit Credit Balance SW LIFT STATION G 454-20800 $0.00 $0.00 -$5,805.15 2000 WWTF EXPANSION G 460-206W $0.00 $0.00 4169,425.00 Total Contracts Payable $0.00 $0.00 4217,505.12 Retainage Payable CMIF G 205-20610 $0.00 $0.00 $0.00 FIRE HALL G 446-20610 $0.00 $0.00 $0.00 57TH ST IMPROVEMENT G 447-20610 $0.00 $0.00 $0.00 62ND ST IMPROVEMENT G 449-20610 $0.00 $0.00 $0.00 Total Retsinage Payable $0.00 $0.00 $0.00 Due to Other Funds GENERAL FUND G 101-20700 $0.00 $0.00 $0.00 CAPITAL OUTLAY RESERVE G 102-20700 $0.00 $0.00 $0.00 CMIF G 205-20700 $0.00 $0.00 $0.00 Total Due to Other Fund $0.00 $0.00 $0.00 Due to General Funds CMIF G 205.20701 $0.00 $0.00 $0.00 tal Due to General Fund $0.00 $0.00 $0.00 Due to Other Governments GENERAL FUND G 101-20800 $0.00 $0.00 $0.00 CMIF G 205-20800 $0.00 $0.00 $0.00 WAC FUND G 208-208W $0.00 $0.00 $0.00 WATER FUND G 602-208W $0.00 $0.00 -$231,940.22 Total Due to Other Governments $0.00 $0.00 -$231,940.22 Inspection Fees Payable GENERAL FUND G 101-20801 $19,658.56 $18,726.24 -$551,811.23 CMIF G 205.20801 $0.00 $0.00 $0.00 WATER FUND G 602-20801 $0.00 $0.00 $0.00 Total inspection Fees Payable $19,658.56 $18,726.24 -$551,811.23 Advance From Other Fund GENERAL FUND G 101-20900 $0.00 $0.00 $0.00 CMIF G 205.20900 $0.00 $0.00 $0.00 Total Advance From Other Fund $0.00 $0.00 $0.00 Accrued interest Payable CMIF G 205-21500 $0.00 $0.00 $0.00 Total Accrued Interest Payable $0•00 $0•00 $0•00 Accrued Wages & Salaries Payab CMIF G 205-21600 $0.00 $0.00 $0.00 Total Accrued Wages & Salaries Payab $0.00 $0.00 $0.00 ccrued Payroll Deductions Pay CMIF G 205-21700 $0.00 $0.00 $0.00 Total Accrued Payroll Deductions Pay $0.00 $0.00 $0.00 Federal Withholding CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 12 Cash Balances FUND Descr Account MTD Debit MTD Credit Current Balance GENERAL FUND G 101-21701 $1,730.16 $1,848.11 $1,736.93 CMIF G 205-21701 $0.00 $0.00 $0.00 SEWER FUND G 601-21701 $0.00 $0.00 $0.00 WATER FUND G 602-21701 $0.00 $0.00 $0.00 Total Federal Withholding $1,730.16 $1,848.11 $1.736.93 State Withholding GENERAL FUND G 101-21702 $746.30 $800.17 -$792.65 CMIF G 205-21702 $0.00 $0.00 $0.00 SEWER FUND G 601-21702 $0.00 $0.00 $0.00 WATER FUND G 602-21702 $0.00 $0.00 $0.00 Total State Withholding $746.30 $800.17 -$792.65 FICA Tax Withholding GENERAL FUND G 101-21703 $2,976.18 $3,085.92 -$6,661.23 CMIF G 205-21703 $0.00 $0.00 $0.00 SEWER FUND G 601-21703 $0.00 $0.00 $0.00 WATER FUND G 602-21703 $0.00 $0.00 $0.00 -total FICA Tax Withholding $2.976.18 $3,085.92 -$6,661.23 PERA GENERAL FUND G 101-21704 $1,891.11 $1,877.71 4887.77 CMIF G 205-21704 $0.00 $0.00 $0.00 SEWER FUND G 601-21704 $0.00 $0.00 $0.00 WATER FUND G 602-21704 $0.00 $0.00 $0.00 Total PERA $1,891.11 $1,877.71 -$887.77 Building Permit Surcharge GENERAL FUND G 101-21705 $0.00 $976.48 -$3,626.23 CMIF G 205-21705 $0.00 $0.00 $0.00 Total Building Permit Surcharge $0.00 $976.48 -$3,626.23 Group insurance Payable GENERAL FUND G 101-21706 $0.00 $5,685.82 -$6,123.22 CMIF G 205-21706 $0.00 $0.00 $0.00 SEWER FUND G 601-21706 $0.00 $0.00 $0.00 WATER FUND G 602-21706 $0.00 $0.00 $0.00 Total Group Insurance Payable $0.00 $5,685.82 -$6,123.22 Union Dues CMIF G 205-21707 $0.00 $0.00 $0.00 Total Union Dues $0.00 $0.00 $0.00 United Way CMIF G 205-21708 $0.00 $0.00 $0.00 tal United Way *�m $0.00 $0.00 $0.00 di CMIF G 205-21709 $0.00 $0.00 $0.00 Total Medicare e $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 13 Cash Balances • mm MTD Current FUND Dsscr Account Debit Credit Balance Other Deducations GENERAL FUND G 101-21710 $12.00 $24.00 $0.00 CMIF G 205-21710 $0.00 $0.00 $0.00 SEWER FUND G 601-21710 $0.00 $0.00 $0.00 WATER FUND G 602-21710 $0.00 $0.00 $0.00 Total Other Deducations $12.00 $24.00 $0.00 Deferred Compensation GENERAL FUND G 101-21800 $0.00 $0.00 $71.10 CMIF G 205-21800 $0.00 $0.00 $0.00 Total Deferred Compensation $0.00 $0.00 $71.10 Deposits CMIF G 205-22000 $0.00 $0.00 $0.00 Total Deposits $0.00 $0.00 $0.00 Deferred Revenues GENERAL FUND G 101-22200 $0.00 $0.00 -$19,369.33 REVOLVING LOAN G 203-22200 $0.00 $0.00 -$124,373.48 I-MIF G 205-22200 $0.00 $0.00 $0.00 CLOSED BOND G 300-22200 $0.00 $0.00 -$24,401.44 19M ADV REF/IMP G 317.22200 $0.00 $0.00 -$10,525.70 1989 REF BOND G 318-22200 $0.00 $0.00 -$1,217.41 1992A GO IMP G 322-22200 $0.00 $0.00 -$41,664.59 1992 GO REF/IMP G 323-22200 $0.00 $0.00 -$703.36 1993A GO REF/IMP G 324-22200 $0.00 $0.00 -$71,220.60 1993C REFUNDING G 341-22200 $0.00 $0.00 -$791.64 1996A GO TIF BOND G 353-22200 $0.00 $0.00 -$87,166.85 1999A GO IMPROVEMENT G 355.22200 $0.00 $0.00 -$1,160,768.66 FRONTAGE RD SEWER G 426-22200 $0.00 $0.00 -$12,000.00 Total Deferred Revenues $0.00 $0.00 -$1,554,203.06 Tax Anticipation Cart Payable CMIF G 205-22300 $0.00 $0.00 $0.00 Total Tax Anticipation Cent Payable $0.00 $0.00 $0.00 Unamortized PnHnitun Bonds Sold CMIF G 205-22400 $0.00 $0.00 $0.00 Total Unamortlzed Premitun Bonds Sold $0.00 $0.00 $0.00 Bonds Payabie•Cunant Portion CMIF G 205-22500 $0.00 $0.00 $0.00 Total Bonds Payable -Current Portion $0.00 $0.00 $0.00 General Obligation Bonds Pay IF G 205-22510 $0.00 $0.00 $0.00 I General Obligation Bonds Pay $0.00 $0.00 $0.00 Special Assess Bonds Payable CMIF G 205-22520 $0.00 $0.00 $0.00 CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 14 Cash Balances • MTD MTD Current FUND Descr Account Debit Credit Balance 57TH ST IMPROVEMENT G 447-22520 $0.00 $0.00 $0.00 OSAH 19 IMPROVEMENT G 448-22520 $0.00 $0.00 $0.00 82ND ST IMPROVEMENT G 449-22520 $0.00 $0.00 $0.00 Tamil Special Assess Bonds Payable $0.00 $0.00 $0.00 Revenue Bonds Payable CMIF G 205-22530 $0.00 $0.00 $0.00 Total Revenue Bonds Payable $0.00 $0.00 $0.00 Tax Increment Bonds Payable CMIF G 205-22540 $0.00 $0.00 $0.00 Total Tax Increment Bonds Payable $0.00 $0.00 $0.00 Capital Lease Agree -Current GENERAL FUND G 101-22600 $0.00 $0.00 $0.00 CMIF G 205-226W $0.00 $0.00 $0.00 Total Capital Lease Agree -Current $0.00 $0.00 $0.00 Installment Purchase Contracts MIF G 205.22700 $0.00 $0.00 $0.00 -motal Installment Purchase Contracts $0.00 $0.00 $0.00 Landscaping Escrow GENERAL FUND G 101-228W $0.00 $17,000.00 -$36,500.00 CMIF G 205-22800 $0.00 $0.00 $0.00 Total Landscaping Escrow $0.00 $17,000.00 436,500.00 Bonds Payable -Noncurrent NC CMIF G 205-23100 $0.00 $0.00 $0.00 SEWER FUND G 601-23100 $0.00 $0.00 -$1,111,623.22 Total Bonds Payable -Noncurrent NC $0.00 $0.00 -$1,111,623.22 General Obligation Pay NC CMIF G 205-23110 $0.00 $0.00 $0.00 Total General Obligation Pay NC $0.00 $0.00 $0.00 Special Assess Bonds Pay NC CMIF G 205.23120 $0.00 $0.00 $0.00 Total Special Assess Bonds Pay NC $0.00 $0.00 $0.00 Revenue Bonds Payable NC CMIF G 205-23130 $0.00 $0.00 $0.00 Total Revenue Bonds Payable NC $0.00 $0.00 $0.00 Tax Increment Bonds Payable NC CMIF G 205-23140 $0.00 $0.00 $0.00 Total Tax increment Bonds Payable NC $0.00 $0.00 $0.00 pital Lease Agree -Noncurrent � MIF G 205-23700 $0.00 $0.00 $0.00 Total Capital Lease Agree -Noncurrent $0.00 $0.00 $0.00 Installment Punk Contract -NC CITY OF ALBERTVILLE Cash Balances 04/13/01 10:30 AM Page 15 MTD MTD Current FUND Descr Account Debit Credit Balance CMIF G 205.238W $0.00 $0.00 $0.00 Total i wWhT ent Pureh Contract -NC $0.00 $0.00 $0.00 Other Long-term Liabilities CMIF G 205-23900 $0.00 $0.00 $0.00 Total Other LmV4o m Llabiiities $0.00 $0.00 $0.00 Fund Balance For Debt Service CMIF G 205-24100 $0.00 $0.00 $0.00 1989 REF BOND G 318-24100 $0.00 $0.00 450,457.67 1992A GO IMP G 322-24100 $0.00 $0.00 -$92,164.46 1992 GO REFAMP G 323-24100 $0.00 $0.00 -$14,241.16 1993A GO REFAMP G 324-24100 $0.00 $0.00 -$181,535.30 1993C REFUNDING G 341-24100 $0.00 $0.00 -$15,850.14 1999 LEASE/REVENUE G 354-24100 $0.00 $0.00 479.017.09 1999A GO IMPROVEMENT G 355-24100 $0.00 $0.00 -$3,682.88 Total Fund Balance For Debt Service $0.00 $0.00 -$436,948.70 Fund Balance For Encwnbrance WIF G 205-24400 $0.00 $0.00 $0.00 Total Fund Balance For Encumbrance $0.00 $0.00 $0.00 Unreserved Fund Balance GENERAL FUND G 101-25300 $113,816.73 $33,064.68 $256,843.06 CAPITAL OUTLAY RESERVE G 102-25300 $0.00 $0.00 $124,352.72 PARK DEDICATION G 201-25300 $0.00 $40,027.00 -$426,056.06 REVOLVING LOAN G 203-25300 $0.00 $691.14 -$33,382.13 SEWER ACCESS G 204-25300 $0.00 $48,000.00 -$2,968,664.78 CMIF G 205-25300 $0.00 $0.00 $2,815.84 WAC FUND G 206-25300 $0.00 $0.00 $0.00 CLOSED BOND G 300-25300 $0.00 $0.00 -$42,343.26 1988 ADV REFAMP G 317-25300 $0.00 $0.00 $157,316.65 1989 REF BOND G 318-25300 $0.00 $0.00 $9,993.18 1992A GO IMP G 322-25300 $0.00 $0.00 $10,758.18 1992 GO REFAMP G 323-25300 $0.00 $6,800.35 $4,635.49 1993A GO REFAMP G 324-25300 $423.25 $0.00 $66,349.80 1993B GO IMPROVEMENT G 325-25300 $0.00 $0.00 $0.00 1994A GO BOND G 327-25300 $0.00 $0.00 $0.00 1993C REFUNDING G 341-25300 $546.25 $0.00 $22,217.37 1988 GO S/W REVENUE G 342-25300 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-25300 $0.00 $0.00 $33,337.50 1990 GO TAX INCREMENT G 352-25300 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-25300 $258.75 $0.00 $62,640.93 &LEASE/REVENUE G 354-25300 $0.00 $0.00 -$45,996.93 GO IMPROVEMENT G 355-25300 $0.00 $0.00 $8,313.74 CLOSED CAPITAL PROJECTS G 400-25300 $0.00 $0.00 -$9,429.82 TIF #5 - ALB. DRAINAGE G 403-25300 $0.00 $0.00 $0.00 CITY 4F ALBERTVILLE 04/13/01 10:30 AM Page 16 Cash Balances • MTD MTD Current FUND Doscr Account Debit Credit Balance TIF #6 - FRASER STEEL G 406-25300 $0.00 $0.00 $25.13 TIF #7 - SENIOR HOUSING G 407-25300 $0.00 $0.00 -$4,478.17 TIF #8 - VETSCH CABINETS G 408-25300 $0.00 $0.00 $8.368.69 TIF #9 - BARTHEL BUS G 409-25300 $0.00 $0.00 -$10,914.17 TIF #10 - MOLD TECH G 410.25300 $492.77 $0.00 $9,921.26 TIF #11 - LAND OF LAKES G 411-25300 $0.00 $0.00 $18,054.90 B.I.D./52ND ST G 421-25300 $0.00 $0.00 $40,235.49 BRITTANY KAY G 423-25300 $0.00 $0.00 $0.00 FRONTAGE RD SEWER G 426-25300 $0.00 $0.00 $964.43 FAIRFILED ADDITION G 427-25300 $0.00 $0.00 $22,349.90 NE SEWER/WATER G 428-25300 $0.00 $0.00 $9,136.32 CSAH 19/37 INTERSECTION G 429-25300 $1,143.94 $0.00 $31,714.63 PARKSIDE 3RD G 430-25300 $0.00 $0.00 $18,264.27 VETSCH TIF G 431-25300 $0.00 $0.00 $0.00 PARKSIDE 4TH -- - G 432-25300 $0.00 $0.00 $30,619.01 COTTAGE OF ALBERTVILLE G 433-25300 $0.00 $0.00 $29,157.00 CREEK INDUSTRIAL G 435-25300 $0.00 $0.00 $2,768.17 WCEDAR NTENANCE BLDG G 436-25300 $0.00 $0.00 $0.00 THE MEADOWS G 437-25300 $0.00 $0.00 $0.00 CEDAR CREEK N & S G 438-25300 $1,311.60 $0.00 $104,453.16 CENTER OAKS 2 & 3 G 439-25300 $0.00 $0.00 $117,046.74 PARKSIDE COMMERCIAL G 440-25300 $0.00 $0.00 $5.223.90 SECURITY STATE BANK G 441-25300 $0.00 $0.00 $0.00 BARTHEL BUS GARAGE G 442-25300 $0.00 $0.00 $5,958.13 KARSTON COVE G 443-25300 $0.00 $0.00 $18,861.75 PSYWS 7TH & 8TH G 444-25300 $0.00 $0.00 $23,670.29 PARK VIEW 1ST & 2ND G 445-25300 $0.00 $0.00 $1,858.23 FIRE HALL G 446-25300 $0.00 $0.00 $89,444.42 57TH ST IMPROVEMENT G 447-25300 $0.00 $0.00 $133,321.16 CSAH 19 IMPROVEMENT G 446-25300 $0.00 $0.00 $106,914.66 62ND ST IMPROVEMENT G 449.25300 $0.00 $0.00 -$543.93 ALBERT VILLAS G 450-25300 $4,612.43 $0.00 $121,476.72 MOONEY ADDITION G 451-25300 $0.00 $0.00 $8,082.02 TRAFFIC LIGHT G 452-25300 $55.00 $0.00 $141,156.01 KOLLEVILLE ESTATES G 453-25300 $322.50 $0.00 $23,303.75 SW LIFT STATION G 454-25300 $0.00 $0.00 $144,110.72 TOWNE LAKES G 456-25300 $1,601.78 $0.00 $14,713.69 HEURiNG MEADOWS G 457-25300 $1,145.75 $0.00 $1,886.58 2000 WWTF EXPANSION G 460-25300 $253,240.20 $0.00 -$574,561.15 SEWER FUND G 601-25300 $20,506.50 $987.59 -$10,825.21 `TER FUND G 602-25300 $8,491.61 $27,547.63 -$107,039.32 111116TORM WATER G 604-25300 $0.00 $2,484.00 -$77,213.68 Total Unreserved Fund Balance $407,969.06 $159,602.39 -$2,268,813.02 Desingated for Operating Capit CITY OF ALBERTVILLE 04/13/01 10:30 AM Page 17 • Cash Balances MTD MTD Current FUND Descr Account Debit Credit Balance GENERAL FUND G 101-25310 $0.00 $0.00 -$700,000.00 Total Desinnated for Operating Capit $0.00 $0.00 4700,000.00 CLOSED BOND G 300-25320 $0.00 $0.00 -$108,071.90 Total Designated for Debt Sery $0.00 $0.00 -$108,071.90 Designated for Capri Outlay GENERAL FUND G 101-25330 $0.00 $0.00 $0.00 CAPITAL OUTLAY RESERVE G 102-25330 $0.00 $0.00 4358,716.86 CLOSED CAPITAL PROJECTS G 400-25330 $0.00 $0.00 -$135,324.62 TIF #8 - VETSCH CABINETS G 408.25330 $0.00 $0.00 -$7,984.65 FIRE HALL G 446-25330 $0.00 $0.00 -$141,806.10 CSAH 19 IMPROVEMENT G 448-25330 $0.00 $0.00 -$59,012.23 62ND ST IMPROVEMENT G 449-25330 $0.00 $0.00 -W,671.18 Total Designated for Capital Outlay $0.00 $0.00 -$769,515.64 Contributions From City R FUND G 601-26100 $0.00 $0.00 -$3,415,013.81 rATER FUND G 602-26100 $0.00 $0.00 -$337,482.79 STORM WATER G 604-26100 $0.00 $0.00 $0.00 Total Contributions From City $0.00 $0.00 $3,752,496.60 Rot Earnings Resery Curr Debt 1988 ADV REF/IMP G 317-26710 $0.00 $0.00 $0.00 1989 REF BOND G 318-26710 $0.00 $0.00 $0.00 1992A GO IMP G 322-26710 $0.00 $0.00 $0.00 1992 GO REF/IMP G 323-26710 $0.00 $0.00 $0.00 1993A GO REF/IMP G 324-26710 $0.00 $0.00 $0.00 1993E GO IMPROVEMENT G 325-26710 $0.00 $0.00 $0.00 1994A GO BOND G 327-26710 $0.00 $0.00 $0.00 1993C REFUNDING G 341-26710 $0.00 $0.00 $0.00 1986 GO S/W REVENUE G 342-26710 $0.00 $0.00 $0.00 1982 & 1984 TAX INCREMENT G 351-26710 $0.00 $0.00 $0.00 1990 GO TAX INCREMENT G 352-26710 $0.00 $0.00 $0.00 1996A GO TIF BOND G 353-26710 $0.00 $0.00 $0.00 1999 LEASE/REVENUE G 354-26710 $0.00 $0.00 $0.00 1999A GO IMPROVEMENT G 355-26710 $0.00 $0.00 $0.00 Total Rot Earnings Resernr Curr Debt $0.00 $0.00 $0.00 Ret-Earn. Res. For OpCap SEWER FUND G 601-26740 $0.00 $0.00 $97,894.00 WATER FUND G 602-26740 $0.00 $0.00 $0.00 WATER G 604-26740 $0.00 $0.00 $0.00 CIRM Ret-Earn. Res. For OpCap $0.00 $0.00 $97,894.00 Unreserved Retained Earnings SEWER FUND G 801-27200 $0.00 $0.00 $22,901.27 WATER FUND G 602-27200 $0.00 $0.00 $256,924.07 CITY OF ALBERTVILLE 04/13101 10:30 AM Cash Balances Page 18 MTD MTD Current FUND Des" Account Debit Credit Balance STORM WATER G 804-27200 $0.00 $0.00 -$253,336.50 Total Unreserved Retained Earnings $0.00 $0.00 -$487,359.30 Unreserved Retained Earn -Ober WATER FUND G 6d2-27210 $0.00 $0.00 $0.00 Total Unreserved Retained Earn -Other $0.00 $0.00 $0.00 investment General Fbced Asset CLOSED BOND G 300-2W00 $0.00 $0.00 $0.00 Total Imestmennt General Fired Asset $0.00 $0.00 $0.00 Grand Todd $630,760.12 $M.760.12 $0.00 0 El Di 'I'Ll SPECIFICATIONS r � DEPt AMM 2001 ALBERTVILLE, MN AERIAL SPECIFICATIONS W E APPARATUS SPECIFICATIONS Information for Contractors Sealed proposals are desired from reputable makers of automobile fire apparatus in accordance with these specifications and with the advertisement, a copy of which is attached, for the piece of apparatus listed as follows: One (1) Aerial Fire Apparatus, midship mounted fire pump, apparatus body, booster tank, and all other equipment in accordance with the following; GENERAL REQUIREMENTS Each bid must be accompanied by bidders accurate written specifications covering the apparatus and equipment which it is proposing to furnish and to which the apparatus furnished under the Contract must conform. It is the intent of these specifications to cover the furnishing and delivery to the purchaser, complete apparatus equipped as specified. All specifications herein contained are considered as minimum. Some items have been specified by brand name or model number. These have been carefully selected because of their reliability, compatibility with present equipment, and local availability of parts. 0 exceptions will be allowed relating to the make and model of fire pump, valves and plumbing, gauge and types of materials, size of compartments, methods of construction, and overall design features of the apparatus. Exceptions taken in areas other than listed above must be listed on a separate page and marked "Exceptions To Specifications". Every exception taken shall be listed as to page number and paragraph. Failure to provide the required exception list with the bid proposal will be cause for rejection of that proposal. Such details and other construction features not specifically covered herein or not at variance with these specifications should conform with specifications as outlined in Booklet No. 1901, current edition, and any changes or additions made to those specifications since that date, by the National Fire Protection Association and approved by the International Association of Fire Chiefs. Any test equipment required or expense incurred for the ULI pump test shall be bome by the contractor supplying this equipment. RELIABILITY OF CONTRACTOR Contractor shall furnish satisfactory evidence that he has the ability to construct the apparatus specified, and shall state in the bid proposal the location of the factory where the apparatus is to be it It, and also where future service work will be performed. Proposals will only be considered which are submitted by full time fire apparatus manufacturers who are current members of the Fire Apparatus Manufacturers Association (FAMA). FAMA is a non profit ALBERTVILLE, MN AERIAL SPECIFICATIONS organization designed to keep fire truck manufacturers abreast with latest technologies and governing lotandards, and to act as a liaison to the IAFC and NFPA. Bidder shall include evidence of their ffiliation to the FAMA in the bid proposal. All bidders shall provide with their proposal, pictures of similar apparatus as that being specified, and the names of ten cities where similar apparatus has been furnished and in service for a minimum of 15 years. Bidders shall provide the name and telephone number of a contact person for each City listed. Failure to provide pictures and required users list with the bid proposal will be cause for rejection of that proposal. SUBMISSION OF PROPOSALS Each proposal shall be submitted in sequence with the attached specifications for ease of checking compliance of bids with bidders specifications. All proposals shall be submitted on manufacturer's letterhead, and not a reproduction of these specifications. Each bid proposal shall be signed by an Officer of the manufacturing company being bid. Any proposal which is not signed by an Officer of the manufacturing company being bid, not submitted on manufacturers letterhead or not in sequence with the advertised specifications will be immediately rejected. _ OROPOSAL GUARANTEE Each proposal must be accompanied by a Bidder's Bond or Cash in the amount of 10% of the bid submitted a proposal guarantee, which it is agreed by the contractor will be forfeited in the event this proposal is accepted and the contract is not executed. Bid bond shall be signed by an Officer of the manufacturing company being bid. Personal or Company checks are not acceptable as a Bonding medium. All bidders must have the ability to provide the requested Bidder's Bond and Performance Bonds when called for in these specifications. Companies who are only able to provide Supply Bonds in lieu of Performance Bonds will not be considered. INSURANCE REQUIREMENTS Each bidder must submit with their bid proposal a Certificate of Insurance listing the proposed manufacturer's product liability insurance coverage. Liability insurance shall be a minimum amount of ten (10) million dollars with coverage attained with a minimum of $2,000,000.00 underlying insurance and $8,000,000.00 umbrella coverage. Submitted Certificate shall name the apparatus manufacturer, insurance company, policy number, and effective dates of the insurance policy. Bids submitted without the required Certificate, or for Certificates listing less than two (2) million dollars of underlying tutomatically verage, plus the eight (8) million dollar umbrella coverage, will be considered non responsive and rejected. No exceptions are allowed to the minimum insurance coverage requirement. The manufacturer shall maintain full insurance coverage on the purchaser's cab and chassis from 2 ALBERTVILLE, MN AERIAL SPECIFICATIONS time of first possession by the manufacturer until the apparatus is delivered and accepted by the purchaser. No exceptions. Purchaser reserves the right to require proof of insurance from tf� manufacturer's insurance carrier prior to entering into a contract for the apparatus. DELIVERY AND OPENING OF PROPOSAL Each proposal and all papers bound and attached thereto, together with the proposal guarantee, shall be placed in an envelope and securely sealed therein. The envelope shall be marked 'Bid On Fire Equipment'. Proposals will be received at or prior to the time set for the opening of bids. Proposals received after the 'Bid Opening" will be returned unopened. The bids will be opened publicly and read aloud at the time and date stated on the advertisement for bids. DRAWINGS A CAD produced line drawing of the exact apparatus being proposed must be furnished with the bid. Since the blueprint drawing is required of all bidders, any bid submitted without a drawing as specified will be considered non -responsive and automatically rejected. Drawing must include the left side with chassis cab, right, and rear views of the vehicle, and is to fully detail all compartment sizes, door openings, crew cab layout, pump panels, and hosebed arrangement. Drawing must be a large size, minimum scale of 3/4" = 10", and shall be a drawing of the exact apparatus as proposed, not drawing 6 of another similar unit. All submitted drawings will become a part of the bid proposal. All submitted proposal and/or engineering drawings shall be signed by an on staff degreed engineer to assure that the apparatus and all components are built in full compliance to current acceptable engineering practices. Bidder shall submit proof of on staff degreed engineer with the bid proposal. Failure to provide a blueprint drawing that is signed by a degreed engineer, with the bid proposal, will be cause for rejection of that proposal. REJECTION OF PROPOSALS The right is reserved to reject any or all proposals or to accept such proposal as is in the best interest of the purchaser. All bid requirements and specifications as written are considered minimum. Bids will be rejected which substitute less substantial materials and/or methods of body construction than those specified. Since all manufacturers have the ability to purchase the materials described as well as to shear, fabricate and assemble body panels as specified, these areas are considered a strict requirement of the specification. • Purchaser does not, in any way, obligate itself to accept the lowest Bid. 3 ALBERTVILLE, MN AERIAL SPECIFICATIONS Proposals may be rejected for any alteration, erasures, or penciled entries. No bidder may withdraw s proposal for at least 30 days after the scheduled closing time for the receipt of bids. 1.i Bidders taking "total exception" to these specifications are hereby advised that any such statement will result in immediate rejection of the bid proposal. COMPLETION DATE Bidders shall indicate in their proposals the number of working days for delivery of the completed apparatus, from the date of bid acceptance by the Purchaser. CARRYING CAPACITY The GAWR and GCWR or GVWR of the chassis shall be adequate to cant' the fully equipped apparatus including full water and other tanks, the specified hose load, unequipped personnel weight, ground ladders, and a miscellaneous equipment allowance of 2000 pounds. A permanent placard shall be affixed and visible to the driver which states the maximum number of personnel the vehicle is designed to carry. The height of the fully loaded vehicle's center of gravity shall not exceed the chassis manufacturer's maximum limit. `ARRANTY As a condition of the acceptance of the apparatus, the contractor shall furnish the following warranty: We the Company, warrant each new piece of fire apparatus manufactured by us to be free from defects in material and workmanship under normal use and service. Our obligation under this warranty is limited to repair or replacing, as the Company may elect, any part or parts thereof which shall be returned to us with transportation charges prepaid and as to which examination shall disclose to the company's satisfaction to have been defective, provided that such part or parts thereof shall be returned to us not later than one year after delivery of said vehicle. Such defective part or parts will be returned or replaced free of charge and without charge for reinstallation, to the original purchaser. This warranty will not apply: 1. To normal maintenance, service or adjustments. 2. To any vehicle which has been repaired or altered outside of our factory in any way so as in our judgment, to affect its stability, which has been subject to misuse, negligence, or accident, which has been operated at a speed exceeding the factory rated speed, or which has been loaded beyond the factory rated load capacity. 9 To the truck chassis and associated equipment furnished with the chassis, including, but not limited to; engine transmission, axles, frame rails, alternator, batteries, or other trade accessories in as much as they are warranted separately by their respective manufacturers. 4 ALBERTVILLE, MN AERIAL SPECIFICATIONS This Warranty is in lieu of all other warranties expressed or implied and of all other obligations liabilities on our part and we neither assume nor authorize any other person to assume for us al liability in connection with the sale of our apparatus. ALTITUDE REQUIREMENTS The apparatus shall be designed to meet the specked rating at purchaser's destination altitude. DESIGN REQUIREMENTS Specified design features of the apparatus have been carefully selected because of their safety, integrity and consistency with existing apparatus. It is expected that all bidders will adhere to the compartmentation layout, etc., since these features can be produced by all fire apparatus manufacturers. All aspects of the vehicle shall be properly engineered with priority given to firefighter safety, as well as ease of operation and maintenance of the apparatus. The vehicle shall be free from hazardous protrusions, angles or sharp comers which might bring injury to a firefighter or equipment. Previously delivered units will be judged for compliance to these factors. All water, air, fuel, hydraulic and/or oil lines on the chassis and apparatus shall be properly located, and securely tie wrapped to prevent scuffing or abrasion. Durable type grommets or loom material shall be used to protect the lines wherever a line passes through the apparatus body or frame ra16 sections. All grease fittings, bleeders, filler plugs, drains and check points shall be located so as to be easily accessible. No special tools shall be required to access these components for normal service or maintenance of the vehicle. All parts and components on the vehicle shall be positioned for ease of inspection, and recognition of wear or failure. Easily removable access or cover plates shall be provided for all items requiring periodic service or adjustment. Access panels shall be of the hinged or quick disconnect design allowing ease of access. Design of the apparatus shall be such that no disassembly of the body or any of its parts is required for normal maintenance. All components of the chassis and apparatus shall be protected against rain, snow or other adverse weather conditions. CONTRACT AWARD Contract will be awarded to the most "responsible bidder", provided that bid is in the best interest of the purchaser. When analyzing the bid proposals, and in recommending a successful bidder, superior desig* workmanship, materials, operating costs, location of factory, past experience, length of incorporation and compliance to specifications will be taken into consideration. 6i ALBERTVILLE, MN AERIAL SPECIFICATIONS Purchaser reserves the right to waive any formality in the bids received once such waiver is in the 41 est interest of the purchaser and, also, to accept any item in the Bid found to be of superior quality or otherwise preferred by the Purchaser. ACCEPTANCE TESTS AND REQUIREMENTS Acceptance tests on behalf of the purchaser shall be prescribed and conducted prior to delivery or within 10 days after delivery, by the manufacturer's representative in the presence of such person or persons as the purchaser may designate in the requirements for delivery. The apparatus, loaded with a full complement of hose and men, a full water tank, and equipment as specified in "Carrying Capacity" on this page, shall meet the tests on paved roads, dry and in good condition. Tests shall be on the basis of two runs, in opposite directions over the same route, the engine not operating in excess of the manufacturer's maximum rpm. From a standing start, through the gears, the vehicle shall attain a true speed of 35 mph within 25 seconds. From a steady speed of 15 mph the vehicle shall accelerate to a true speed of 35 mph within 30 seconds. The vehicle shall attain a minimum top speed of 50 mph on a level road. The apparatus shall be able to maintain a speed of at least 20 mph on any grade up to and including 4 percent. anufacturers pump test and Certification tests shall be conducted by the manufacturer in accordance with requirements of NFPA #1901. Certificate of testing shall be furnished to the purchaser. NOTE Responsibility for the apparatus and all equipment shall remain with the contractor until the apparatus and equipment is delivered to the purchaser. FAILURE TO MEET TESTS In the event the apparatus fails to meet the test requirements on first trial, a second trial may be made at the option of the Contractor within thirty days of the date of the first trial. Such trials shall be final and conclusive and failure to comply with these requirements shall be cause for rejection. Failure to make such changes as the Chief of the Fire Department and/or the purchaser may consider necessary to conform to any clause of the specifications within thirty days after notice is given to the Contractor to make such changes shall also be cause for rejection of the apparatus. DOCUMENTATION 'Re manufacturer must supply at time of deliye , at least one co of: PP Y rY PY 1. Engine manufacturer's certified brake horsepower curve showing the maximum no load governed 6 ALBERTVILLE, MN AERIAL SPECIFICATIONS speed. 2. Manufacturer's record of pumper construction details. 3. Pump manufacturers certification of suction capability. 4. Pump manufacturers certification of hydrostatic test. 5. The certification of inspection and testing by the Underwriter's Laboratories Incorporated. 6. A copy of the apparatus manufacturer's approval for stationary pumping applications. 7. Weight documents from a certified scale showing actual loading on the front axle, rear axle, and overall vehicle (with water tank full but without personnel, equipment, or hose). 8. Copy of a certified Noise Level Testing procedure on the actual vehicle delivered to assure that the vehicle conforms to NFPA 1901 maximum noise level requirements. Note; Noise level test must be performed on the actual unit delivered, and shall be certified by an officer of the apparatus manufacturer. 9. At least two copies -of the complete operation and maintenance manual covering the completed apparatus as delivered, including the pump and fire fighting equipment delivered with the apparatus. NO EXCEPTIONS WILL BE ALLOWED TO ANY OF THE DOCUMENTATION REQUIREMENTS. 0 A test data plate shall be provided at the pump operators position which gives the rated discharges and pressures together with the speed of the engine as determined by the manufacturer's test for this unit. Plate must comply with requirements of NFPA #1901. A permanent data plate shall be affixed in the drivers compartment specifying and quantity and type of the following fluids used in the vehicle. 1. Engine Oil 2. Engine Coolant 3. Chassis Transmission Fluid 4. Pump Transmission Lubrication Fluid 5. Pump Primer Fluid 6. Drive Axle Lubrication Fluid 7. Air Conditioning refrigerant 8. Air Conditioning lubrication oil 9. Power steering fluid 10. Cab tilt mechanism fluid 11. Generator system lubricant Permanent placards shall be affixed and visible to all seated occupants instructing the occupants t40 wear their seat belts. A permanent placard shall be affixed to the rear step area to instruct that riding on the rear step is ALBERTVILLE, MN AERIAL SPECIFICATIONS prohibited. •AYMENT Final payment for the apparatus shall be made at time of delivery of the completed vehicle. Due to insurance liability, the apparatus will not be left at the purchasers location without full acceptance and payment or prior agreement between the Purchaser and Bidder. Progress payment options will be considered. Final delivery price shall not include any Local, State or Federal taxes. The Bidder shall not be liable for any State or Federal mandated tax or program after sale or delivery of the apparatus. PERFORMANCE BOND A 100% Performance Bond, which guarantees delivery AND performance must be supplied by the successful bidder at the time of award of contract. Supply Bonds will not be accepted in place of the requested Performance Bond. Bond must be supplied by the manufacturer of the apparatus. Bonds furnished by salesman or other agents will not be accepted. BIDDER SHALL INDICATE INTENTION TO PROVIDE THE REQUIRED PERFORMANCE BOND IN THE PROPOSAL PACKET. PRE -CONSTRUCTION CONFERENCE (AT MANUFACTURER) pre -construction conference shall be conducted at the apparatus manufacturers factory at which e all final designs and equipment mounting locations will be approved, prior to any sheet metal being cut. A factory employed design engineer shall be present during the pre -construction conference to answer any design, and/or engineering questions relating to the layout of the apparatus. Air travel (for distances over 250 miles), meals, and lodging expenses shall be included. BIDDER SHALL INDICATE INTENTION TO PROVIDE THE REQUIRED PRE -CONSTRUCTION CONFERENCE IN THE PROPOSAL PACKET. INSPECTION TRIPS Two (2) Inspection trips for three Fire Department personnel shall be made to the facility during the course of construction of the apparatus. Successful bidder shall consult with Fire Department committee chairperson as to the proper timing of the inspection trips. Air travel (for distances over 250 miles), meals, and lodging expenses shall be included. BIDDER SHALL INDICATE INTENTION TO PROVIDE THE REQUIRED INSPECTION TRIPS IN THE PROPOSAL PACKET. FINAL DELIVERY Final delivery of the completed apparatus shall be made via drive -way F.O.B. fire department headquarters. TRAINING: Fire Department personnel shall be properly instructed as to the proper use of the entire apparatus P P including, but not limited to, chassis, fire pump system, the apparatus and all equipment. Training shall be made by a factory trained Specialist who shall be responsible for complete instruction as to 8 ALBERTVILLE, MN AERIAL SPECIFICATIONS operation and maintenance of the chassis, and the completed vehicle. Training specialist shall remain at the Fire Department for a sufficient amount of time to provide 0 thorough training of all personnel, or as instructed by Chief of the Department. All meals, motel and travel costs shall be the responsibility of the successful bidder. CAB AND CHASSIS The cab and chassis shall be a Spartan Gladiator, model GA40L, long four door, aluminum tilt cab, built specifically for the fire service by a publicly held U.S. parent company, specializing in chassis design for all fire service applications. ONE YEAR CHASSIS WARRANTY The chassis manufacturer shall warrant to the original purchaser the custom fire truck chassis for a period of twelve (12) months or 24,000 miles, which ever comes first with the exception of the actual fire apparatus chassis frame which carries a lifetime warranty. The warranty period shall begin on the date the vehicle is delivered to the original purchaser. The warranty may include conditional items which shall be listed in the detailed warranty document that shall be provided upon request. CAB WARRANTY The cab shall be warranted for a period of ten (10) years. Warranty conditions may apply and shall be listed in the detailed warranty document that shall be provided upon request. t FRAME The frame side rails shall be channel type 10 1/4" x 3 1/2" x 3/8" with an inner channel 9 7/16" x 3 1/8" x 3/8" of 110,000 psi high strength steel, an RBM of 3,315,214 in. Ibs.-and a section modulus of 30.14 cu.in.. A minimum of seven (7) fully gusseted bolted assembly crossmembers shall be installed using grade "8" flanged head bolts and flanged lock nuts. The area between the axle suspension hangers shall be free of any holes or fasteners in the flanges. No welding shall be incorporated in attachment of components. All frame dimensional cutting shall be by a plasma cutter. All relief areas shall be cut with a two inch radius at intersection points of cutouts with edges ground smooth to prevent stress focal points. The frame shall carry a lifetime warranty to the original purchaser. FRAME PAINT The frame and running gear of the chassis shall painted with a standard black paint. The frame pai� shall be applied before air lines and electrical wiring is installed. CHASSIS WHEELBASE 9 r ALBERTVILLE, MN AERIAL SPECIFICATIONS The chassis wheelbase shall be a maximum of 221 ". OVERALL HEIGHT The height of the vehicle shall not exceed 11' 10" from the ground. FUEL TANK The fuel tank shall have a capacity of 50 gallons, made of 12 gauge phosphate coated steel with chromate epoxy exterior finish. Fuel tank must be I.C.C. approved with certification plate attached. The fuel tank shall be mounted under the frame, behind the rear axle with a three piece strap hanger assembly with a "U" strap bolted midway on the fuel tank front and rear so the tank can be easily dropped and removed for service purposes. Strap mounting studs through the rail, hidden behind the body shall not be acceptable. The tank shall have vent port to facilitate rapid filling without "blow -back". An I.C.C. roll over ball check vent shall be installed. Dual draw tubes and dual sender ports shall be installed. 2" NPT fill ports shall be available for right or left hand fill. A 1/2" NPT drain plug shall be centered in the bottom of the tank. Steel wire braid reinforced rubber supply and return hoses with reusable fittings shall be installed tank 0 engine. RONT BUMPER A one-piece, polished stainless steel front bumper shall be provided. The bumper shall be a 12" high, two rib wrap -around type. The bumper shall be extended 21" ahead of the cab. APRON WITH HOSEWELL AND COVER A 3/16" bright aluminum tread plate apron with a hosewell built into the center shall be installed between the bumper and the face of the cab. A hinged aluminum treadplate cover with D-ring latch and stay springs shall be installed over the hosewell. A vertical lip shall be welded to the back edge of the apron. TOW HOOKS Two (2) heavy duty chrome plated tow hooks shall be installed under the bumper and bolted directly to the chassis frame with grade "8" bolts. OR HORNS Dual Grover Stuttertone 24" air horns shall be recessed in the front bumper, one each on the left and 10 ALBERTVILLE, MN AERIAL SPECIFICATIONS right hand sides. A 3/8" air line "teed" equal distance from each horn shall be installed. AIR HORN ACTUATION Air horn actuation shall be accomplished by a dual lanyard cable, accessible to both the driver and officer. ONE CPI SPEAKER One (1) Cast Products Inc. bright aluminum 100 watt speaker shall be recessed in the front bumper, on the driver's side. The speaker shall be bolted to bumper by means of a polished aluminum trim ring on the front face of the bumper. 10" ELECTRIC SIREN A Federal Q2B 10" electric siren shall be pedestal mounted on the treadplate apron. Siren shall be activated with foot switches for the officer and driver. A siren -brake switch shall be installed in the switch panel. Location of siren to be determined prior to construction. VERTICAL SUCTION • A 5" stainless steel vertical front suction tube for use with a swivel shall be routed from the front of the cab on the right hand side to the right rear of the cab. The front of the tube shall be finished with 5" NPT thread and extend 1 1/2" through the bumper apron and the rear of the tube shall have a victaulic groove. The apparatus manufacturer shall plumb to pump and provide valving as required. FRONT AXLE The front axle shall be a Meritor (formally Rockwell) FL-943 with a 5" drop and a capacity of 20,000 lbs. GAWR. The springs shall be elliptical type, nine leaf, 54" long, 4" wide with a military double wrapped front eye. Both spring eyes shall have a case hardened threaded bushing installed with lubrication counterbore and lubrication land off crossbore with grease fitting. The spring capacity shall meet or exceed the capacity of the front axle. The hydraulic power assist steering ear shall be a TRW TAS-65 with a hydraulic power assis Y P 99 Y cylinder. A Vickers hydraulic power steering pump shall be gear driven from the engine. The steering ratio shall be 20.4:1 and have 5.4 turns stop to stop. 11 ALBERTVILLE, MN AERIAL SPECIFICATIONS 40RONT AXLE CRAMP ANGLE The FL model front axle cramp angle shall be 34 degrees when using the 385/65R 22.5 front tires. FRONT TIRES, The front tires shall be Goodyear 385/65R 22.5 18 ply "J" tubeless radial G-286 highway tread with 22.5 x 12.25, 10 stud disc wheels. The tires and wheels shall be rated at 20,000 lbs. FRONT WHEELS The front wheels shall be steel disc type. FRONT STAINLESS STEEL WHEEL DRESS UP KIT Front stainless steel wheel simulator kit shall be provided. Kit is to include American made RealWheels brand mirror finish, 304L grade, non -corrosive stainless steel front full wheel simulators meeting D.O.T. certification standards. They shall simulate the look of aluminum wheels and come complete with stainless steel lug nut covers (chrome plated steel lug nut covers are not acceptable). �! stainless steel simulators shall cant' a lifetime warranty. OIL LUBRICATED FRONT WHEEL BEARINGS The front axle wheel bearings shall be oil lubricated with an oil level visual inspection window. FRONT SHOCK ABSORBERS Two (2) Bilstein shock absorbers shall be installed in the front axle suspension. STEERING COLUMN AND WHEEL The steering column shall be a 7 position tilt and 2.25" telescopic type with a 18" steering wheel. The steering wheel shall be covered with black absorbite padding. The steering column shall contain a horn button, self -canceling turn signal switch, four-way hazard switch and head lamp dimmer switch on turn lever. FRONT BRAKES The front brakes shall be 16 1 /2" x 6" "S" cam type with automatic slack adjusters. OAR AXLE The rear axle shall be a Meritor (formerly Rockwell) model #RS-30-180 with single reduction gearing and shall have a fire service rated capacity of 33,000 lbs. GAWR. 12 ALBERTVILLE, MN AERIAL SPECIFICATIONS TOP SPEED 0 The top speed of the vehicle shall be approximately 65 mph at governed engine rpm. REAR BRAKES Rear brakes shall bb 18" x 7" "S" cam type with automatic slack adjusters. ABS BRAKE SYSTEM A Rockwell "WABCO" anti -lock braking system shall be installed on the front and rear Rockwell axles for safer vehicle control during braking and reduced stopping distance in all skid applications. System design shall incorporate a dual redundant diagonal circuit electronically controlled through a sensor and tone ring on each wheel. A dash mounted anti -lock lamp shall be provided to notify the driver of a system malfunction. A momentary test switch shall be installed to test the system for diagnostic codes. REAR TIRES - - The rear tires shall be Goodyear 12R 24.5 tube type radial tread. t REAR WHEELS The rear wheels shall be steel 10 stud disc type. REAR STAINLESS STEEL WHEEL SIMULATOR KIT Rear stainless steel wheel simulators shall be provided. Kit is to include American made RealWheels brand mirror finish, 304L grade, non -corrosive stainless steel Universal rear wheel simulators meeting D.O.T. certification standards. They shall simulate the look of aluminum wheels and come complete with stainless steel hub covers and lug nut covers (chrome plated steel lug nut covers are not acceptable). All stainless steel simulators shall cant' a lifetime warranty. OIL LUBRICATED REAR WHEEL BEARINGS The rear axle shall have oil lubricated wheel bearings. REAR SUSPENSION The rear suspension shall be a vari-rate, self -leveling captive slipper type, with 57.5" x 3" spring One adjustable and one fixed torque rod shall be provided. The spring capacity must meet or exceed the capacity of the rear axle. 13 ALBERTVILLE, MN AERIAL SPECIFICATIONS 4d TAINLESS STEEL WHEEL TRIM KIT The front and rear wheels shall have stainless steel lug nut covers (chrome plated steel lug nut covers not acceptable). The front axles shall be covered with stainless steel baby moons with hole to view oil seal window. The rear axles shall be covered with foam mounted stainless steel high hats. The lug nut covers, baby moons and high hats shall be American made Real Wheels brand mirror finish, 304L grade, non -corrosive stainless steel meeting D.O.T. certification standards. All stainless steel baby moons and high hats shall cant' a lifetime warranty. SINGLE REAR AXLE AIR BRAKE SYSTEM A rapid build-up air brake system shall be provided. It shall include three (3) air reservoirs with a total of 4136 cu.in. air capacity. A parking brake on the spring actuated chambers on the rear axle brakes with a push-pull valve on the instrument panel shall be installed. The rear axle spring brakes are to automatically apply in case of air pressure drop below 60 psi with a mechanical means for releasing the spring brake chambers. OR DRYER A WABCO 1200 System Saver spin -on desiccant air dryer with an automatic heated moisture ejector shall be installed in the air brake system. MANUAL DRAINS ON AIR TANKS Manual drains shall be installed on all reservoirs of the air brake system. NYLON AIR LINE TUBING A dual air system plumbed with color coded reinforced nylon tubing air lines shall be installed. The primary (rear) brake line shall be green, the secondary (front) brake line red, the parking brake line orange and the auxiliary (outlet) will be blue. Brass compression type fittings shall be used on the nylon tubing. All drop hoses shall be fibre reinforced neoprene covered hose. ADDITIONAL AIR RESERVOIR An additional 1200 cu. in. air reservoir shall be installed and isolated to prevent depletion of the air to 9air brake system and to act as a supply tank for operating air equipment. It shall be plumbed with 900 psi pressure protection valve on the reservoir supply side. AIR COMPRESSOR 14 ALBERTVILLE, MN AERIAL SPECIFICATIONS The air compressor on the Detroit Diesel engine shall be rated as being capable of producing 13 CFM at 1250 engine rpm, it shall be gear driven, engine oil pressure lubricated and cooled by t� engine cooling system. ENGINE A Detroit Diesel Series 6012.7 liter, turbocharged, charge air cooled engine shall be provided. TYPE: In -Line six (6) cylinder, 4 cycle HORSEPOWER: 430 @ 2100 RPM TORQUE: 1550 c@ 1200 RPM DISPLACEMENT: 774 cu. in. GOVERNOR: -- _- DDEC Electronic A wiring harness with connectors extending to the pump panel area with circuits provided for a half throttle, Mastermind Engineminder or tachometer, oil pressure, engine temperature gauges and hig idle actuation (as optionally required for this apparatus) shall be provided. Nalcool 3000 additive coolant treatment shall be added to the cooling system. A primary full flow, #PF2100, and secondary full flow, #PF2100, spin -on oil filter shall be installed as part of the engine's lubrication system. ENGINE WARRANTY The Detroit Diesel engine shall be warranted for a period of five (5) years or 50,000 miles, whichever occurs first. FUEL FILTER - DETROIT DIESEL ENGINE The fuel system shall have a fuel water separator as a primary filter DDC #23512317 and a secondary filter #916D as approved by the engine manufacturer. EXHAUST SYSTEM The exhaust system shall be installed under the frame with the discharge to the right side forward of 15 ALBERTVILLE, MN AERIAL SPECIFICATIONS the rear tires. muffler and .065 wall aluminized steel exhaust tubing supported by bolted on frame brackets shall e installed. Stainless steel flex tubing is to be installed between exhaust pipe and muffler. System joints shall be connected with lapping band clamps. TAIL PIPE CHROME EXTENSION A radiused chrome exhaust tail pipe extension, to direct exhaust gases downward, which terminates on the right hand side of the chassis, forward of the rear tires, shall be installed with a galvaneal band clamp. COOLING SYSTEM The cooling system shall have sufficient capacity to keep the engine properly cooled under all conditions of road and pumping operations. The radiator shall have top and bottom tanks, the top tank shall be full deaeration and the bottom shall have a drain cock. The cooling system shall contain a 50/50 ethylene glycoVwater mix suitable for operation to -34 egrees F and shall be shutterless with rapid warm-up features. #I, radiator hoses shall be silicone. All radiator hose clamps shall be constant torque stainless steel. COOLING SYSTEM FAN The engine cooling system shall incorporate a heavy duty fan, installed on the engine and includes a shroud. Recirculation shields shall be installed to ensure that air which has passed through the radiator is not drawn through it again. ENGINE -PUMP HEAT EXCHANGER A single bundle type heat exchanger shall be provided and plumbed so that water from the pump does not come in contact with the engine coolant to allow the use of water from the discharge side of the pump for cooling the engine coolant. The heat exchanger is to be installed between the engine and the radiator without a shut-off valve. PSG AND ELECTRONIC FIRE COMMANDER The DDEC engine shall be equipped with a PSG (Pressure Sensor Governor) system, with a Wgrammed ECU (Electronic Control Unit) and a 1/4" NPTF pressure transducer suitable for vertical slallation in the discharge manifold of the fire pump. The PSG shall be controlled by the Electronic Fire Commander control head for the pump panel 16 ALBERTVILLE, MN AERIAL SPECIFICATIONS providing switches for psi or rpm functions and for increasing or decreasing pressure or rpm. A LED bar graph tachometer shall be integral with this head. 0 The Fire Commander display for the pump panel shall have LED bar graph display of oil pressure psi and engine oil temperature (degree F). A check engine and stop engine light shall be integral in the Fire Commander. TRANSMISSION The transmission shall be an Allison HD4060PR 5-speed automatic with electronic controls and an output retarder modulated via release of the throttle pedal and an additional 1/3 via modulation of the service brake pedal. The transmission shall be plumbed to the external oil cooler in the radiator -to -engine coolant hose in a full flow coolant system application to insure adequate cooling. The transmission shall have two internal oil filters. The transmission gear ratios shall be: 1 st 3.51:1 2nd 1.91:1 3rd 1.43:1 4th 1.00:1 - 5th 0.74 Rev 4.80:1 • TRANSMISSION TOUCH PAD An Allison pressure sensitive range selector touch pad shall be provided and located to the right of the driver within clear view and reach. - TRANSMISSION MODE The transmission, upon start-up, will select 4 speed operation. By pressing the "mode" switch on the shift pad (mode on) provides 5th speed overdrive. DRIVE LINES All drive lines shall be 1710 heavy duty series with "glide coat" splines on all slip shafts. TRANSMISSION WARRANTY The Allison HD series transmission shall be warranted for a period of five (5) years with unlimited mileage. Parts and labor shall be included in the warranty. ELECTRICAL SYSTEM 0 A single starting system shall be installed per NFPA 1901. The electrical system shall be 12 volt, suppressed per SAE J551 with (6) Douglas BCI-31 1000 CCA batteries, 3/0 welding type dual path starter cables per SAE J541. 17 ALBERTVILLE, MN AERIAL SPECIFICATIONS jfiring shall be appropriate gauge cross link with 311 degree F. insulation. All wires in the chassis all be circuit numbered and function coded, in addition the SAE wiring will be color coded. The wiring shall be protected by 250 degree F. minimum high temperature flame retardant loom. The starting system shall be supplied with the following: - One (1) Cole-Hersee #2484 master battery switch. - One (1) Cole-Hersee #EX26654A ignition switch. - One (1) starter button. An apparatus wiring panel shall be installed on the officer side bulkhead below dash and shall include five (5) open circuits with 20 amp relays and trigger wires run to the rocker switch panel. INSTRUMENTATION An ergonomically designed instrument panel shall be provided. The instrument panel shall contain the following lighted gauges and indicators, all within clear view of the driver. One (1) Electronic tachometer. One (1) Electronic speedometer. The speedometer shall include a digital odometer/trip odometer. One (1) Air filter restriction gauge Two (2) Air pressure gauges. Front and rear air pressure ne (1) Voltmeter gauge e (1) Engine hourmeter with oil pressure galley switch ne (1) Transmission oil temperature gauge One (1) Engine oil pressure gauge One (1) Engine coolant temperature gauge One (1) Fuel level gauge The center of the instrument panel shall contain a cluster of indicator lamps informing the driver of the following: RED LAMPS Low air system one Low air system two Low engine oil pressure High engine coolant temperature High transmission temperature Parking brake set GREEN LAMPS Battery On Ignition On Directional left and right indicators *UE LAMP igh beam headlight on An audible warning system shall be provided for the following situations: 18 ALBERTVILLE, MN AERIAL SPECIFICATIONS Low air system one Low engine oil pressure i High engine coolant temperature High transmission temperature Thermal reset circuit breakers and relays shall be installed behind the instrument panel. ROCKER SWITCH CONSOLE A three (3) section, double row switch console shall be provided and shall be an integral part of the engine tunnel, with easy switch access to both the driver and officer. The console will consist of a angled driver's side panel, center main double row panel, and angled officer's side panel. The switch console shall not be an add on type console. The driver's side panel shall include a push/pull type headlight switch with instrument lamp rheostat, intermittent windshield wiper/washer switch, secondary braking device rocker switch and an auxiliary rocker switch. CENTER ROCKER SWITCH PANEL The center main rocker switch panel shall include twelve (12) backlit and labeled rocker switches. The two (2) rows of switches shall be located in the left two sections of the center panel. The remaining right section of the panel shall be left free to accommodate flush mounted equipment. • OFFICER ROCKER SWITCH PANEL The officer's side switch panel shall be a blank panel with no switches -.-.to accommodate flush mounted devices. WHELEN ELECTRONIC SIREN A Whelen WS-295HFS2 electronic siren head shall be provided and installed in the center main rocker switch panel, lower left quadrant. POWER AND GROUND STUDS A forty (40) amp power stud and a grounding stud shall be provided and installed behind the dash with breaker for the customer's radio installation. CLASS ONE TOTAL SYSTEM MANAGER WITH AUTO HIGH IDLE A Class One Total System Manager load sequencing and shedding system shall be installed. The sequencer system shall be capable of sequentially energizing up to twelve pre -selected output and capable of shedding up to eight outputs. The system shall also monitor the vehicle's battery voltage. When electrical loads exceed the 19 ALBERTVILLE, MN AERIAL SPECIFICATIONS alternator output of approximately 12.5 volts, pre -selected loads will begin to shut down. • low voltage light and alarm with automatic high idle actuation enabled shall be part of the system. ALTERNATOR A 270 amp 12 volt Leece Neville alternator with integral regulator and #10 screw A.C. terminals shall be installed. The alternator shall be powered by a 12 groove poly belt run in a serpentine configuration with an idler arm. BATTERY CONDITIONER/AIR COMPRESSOR WITH AUTO -EJECT A Kussmaul Pump Plus 1200 air compressor/battery conditioner shall be supplied. The battery conditioner shall be mounted in the cab on the bulkhead at the floor in front of the officer. An aluminum treadplate cover shall be installed over the battery conditioner. The air compressor shall be installed behind the officer seat. The air compressor shall be plumbed to the air brake system to maintain air pressure. The battery conditioner shall have a switch for selection of operation voltage source. When in the A.C. position it shall operate only from shore line. A Kussmaul 20 amp auto -eject receptacle, with weatherproof cover and box, shall be located on the 9ftside of the cab ahead of the driver's door. The receptacle shall automatically eject the plug when e starter button is depressed. A bar graph indicator shall be provided and installed on the driver's side of the cab indicating the charge level of the batteries. HEADLIGHTS Four (4) rectangular halogen headlamps with seperate high and low beams in bright bezels shall be provided. The headlamps shall be equipped with a Daytime Running light feature which will illuminate the headlights to 80% brilliance when the ignition switch is in the "On" position and the parking brake is released. Two (2) round side turn signal/marker lights shall be provided on the front cab comers. MARKER LAMPS Five I.C.C. cab marker lamps shall be installed on the roof of the cab. The lamps shall be teardrop shaped 3.00"H X 3.75'W X 11.00"L. FRONT WARNING LIGHTS 9wo Whelen #64 series LED flashing warning lights shall be installed on the front of the cab above the headlamps with an outer amber polycarbonate lens arrow directional signal. 20 ALBERTVILLE, MN AERIAL SPECIFICATIONS WARNING LIGHT COLOR The inboard warning lights shall be red in color. • FRONT INTERSECTOR LIGHTS Whelen model 64 series LED red flashing intersection lights shall be horizontal mounted in the right and left hand bumper ends. MODULATED HIGH BEAM HEAD LAMPS A modulated high beam head lamp warning system that will allow the flash of the high beam head lamps shall be installed into the head lamp system. The completed system shall be capable of using high beam to override modulated function and will modulate high beams when low beam head lamps are selected. GLADIATOR LFD TILT CAB The cab shall be a Spartan Motors Gladiator LFD (long four door), tilt aluminum cab, capable of seating 10 firefighters. The cab shall be of the Eurospace interior design allowing for easy communication inside the cab. The cab overall length shall be 141.50" with 67.50" from the centerline of the front axle to the back the cab. 6 The rear cab wall shall be .125" thick aluminum and shall be covered with padded vinyl to match the headliner. The rear floor to the headliner shall be 55.00" high. The seat riser for the rear facing seats shall be a minimum of 52.50" from the back wall. The cab front skin and floor shall be .19" thick aluminum. The inside width shall be 88.00" and the front floor to headliner shall be 58.00" high. All glass used in the cab shall be automotive tint. The windshield shall have a maximum of 2808 sq.in. area and be of the wraparound design 52.W' wide and 27.00" height for maximum visibility. Left and right windshield shall use the same interchangeable glass. All cab windows shall be the same height as the windshield to provide full panoramic visibility. The side rear door windows shall be roll -down type 27.50" x 26.00" (715 sq. in.) each. The front doors shall have a full roll down window 27.00" x 26.00" with a total glass area of 702 sq.in. each. Rubber covered 11" grab handles shall be installed inside the cab on the hinge post at all doors for entering and exiting the cab. 4) Interior of the cab shall have a vacuum formed dash and insulated engine cover and headliner. 21 ALBERTVILLE, MN AERIAL SPECIFICATIONS A locking glove box, 4"H x 11.75"W x 6.75"D shall be installed on the right hand side of the cab dash. I e driver and officer seats shall have an 8"H x 16.25"W x 18.75"D compartment in the seat box eneath them. The compartment shall have a hinged door with an opening of 6"H x 14.25"W. Intermittent parallel arm -type electric wipers with separate motors and electric powered "wet arm" type windshield washers shall be provided. Access to the wiper motors shall be through an access panel located on the front cab face. A stainless steel front grille, 40.00"W x 30.00"H, with a minimum free air intake area of 488.8 sq.in. shall be installed on the cab front. Polished stainless steel side air vents, 7.00" x 26.00" with 87.6 sq.in. area of free air flow each, shall be installed on the cab sides. CAB DOORS The cab doors shall be flush, "barrier clear" style, short doors with hidden .375 stainless steel door hinges. All doors shall be equipped with push button type exterior latches, suitable for use with firefighter mittens, and keyed alike locks that are designed to prevent accidental lock -out. The interior latches shall be flush paddle type which are incorporated into a vacuum formed upper door panel. The lower half of the inner door panel shall be covered with aluminum diamond plate. The front doors shall measure 43.00" x 65.W' with .19" thick aluminum skins. The steps shall be a two (2) step configuration with the lower step constructed of an aggressive open strut material and ttermediate step covered with aluminum treadplate. heifollowing measurements shall apply: First step: 13.50"D x 32.00"W Ground to 1 st step: approximately 21.00" Intermediate step: 8.62"D x 33.00"W 1 st step to intermediate step: 11.00" Intermediate step to floor: 11.00" The rear doors shall measure 34.00" x 65.00" with .19" thick aluminum skins. The rear steps shall be a two (2) step configuration with the lower step constructed of an aggressive open strut material and the intermediate step covered with aluminum treadplate. The following measurements shall apply: First step: 11.00"D x 21.50"W Ground to 1 st step: approximately 21.00" Intermediate step: 11.50"D x 23.50"W 1 st step to intermediate step: 12.50" Intermediate step to floor: 12.50" o (2) aluminum access doors shall be provided, one (1) on each side of the cab in the step area. ese doors shall provide access to the battery compartments. ENGINE COVER 22 ALBERTVILLE, MN AERIAL SPECIFICATIONS A fixed type engine cover shall be provided and shall be a maximum of 23" high from the floor. • The cover shall be of fiberglass composite, sound deadening construction with a vacuum formed top. The underside of the cover shall be heavily insulated with 1" multi -layer foam with a non-conductive mylar backing and held in place with adhesive and aluminum pins and retention caps. The cover shall be equipped with a hinged access door to permit routine engine fluid checks without the need of tilting the cab. The cover shall incorporate the integral rocker switch console. INTERIOR LIGHTING The cab interior lighting shall consist of the following: A white dome lamp with spotlight shall be located over each door. The lamps shall be activated by its respective door when opened and an individual switch on the light. A clear light shall be located in the molded panel of each door and activated when the door is opened. The light shall be 6.5" long x 3" high. A three (3) light module with dual swivel map lights and a center dome light shall be located in the headliner, over the engine tunnel. • DOOR AJAR LIGHT A red flashing door ajar light shall be located in the headliner, centered in the cab. The light shall be 4.5" long x 2.5" wide x 1.75" high. ENGINE TUNNEL LIGHT A work light shall be provided and installed under the engine tunnel. HAND HELD SPOTLIGHT An Optronics W13-4003 hand-held spotlight shall be hung on a bracket mounted on the side of the engine tunnel next to the officer. It shall have a coil -cord, a momentary switch and a 400,000 candle power lamp. AM/FM RADIO WITH COMPACT DISK PLAYER An AM/FM stereo radio with compact disk player and four speakers shall be installed in the cab. The radio shall be installed above the driver. Two speakers shall be installed above the rear outer cre� area seat locations with the other two speakers in the upper rear comers of the cab. DRIVER SEAT 23 ALBERTVILLE, MN AERIAL SPECIFICATIONS Drivers seat shall be high back Seats Inc. 911 "Universal" 4-way air suspended type with air control *Ive located at lower front of seat. The suspension mechanism shall be enclosed by a rubber ellows. The seat shall be equipped with a 3-point shoulder harness with lap belt and an automatic retractor. SCBA OFFICER SEAT The officer's seat shall be an SCBA Seats Inc. 911 "Universal' 4-way air suspended type with air control valve located at lower front of seat. The suspension mechanism shall be enclosed by a rubber bellows. The seat shall be equipped with a 3-point shoulder harness with lap belt and an automatic retractor. SCBA CREW SEATS Two (2) outboard rear facing Seats Inc. 911 "Universal' SCBA style seats for the quick donning of an air pack shall be provided. The seat back shall include a vertically split hinged headrest and tank retention clips. A removable padded vinyl cover shall be supplied over the SCBA cavity with velcro attachments. Each seat shall be equipped with a 3-point shoulder harness with lap belt and an automatic retractor. 0 FLIP -UP SCBA CREW SEATS Three (3) forward facing Seats Inc. "Universal' SCBA seats with flip up seat cushions spaced 6" apart shall be installed at the back wall of the cab. Tank brackets and retaining straps shall be installed. Each seat shall be equipped with a 3-point shoulder harness with lap belt and an automatic retractor. INTERIOR PAINT The interior metal surfaces of the cab shall be finish painted the same color as the primary exterior color. INTERIOR VINYL AND FLOOR MAT All of the cab interior vinyl surfaces, including the seats, shall be gray in color. The pebble grain, non -slip vinyl covered, foam backed, sound deadening, multi -layer insulating floor a t shall be gray. HEATER/DEFROSTER 24 ALBERTVILLE, MN AERIAL SPECIFICATIONS A 57,600 btu front overhead heater and defroster shall be provided. The heater shall be located above the windshield between the padded sunvisors. The heater shall contain temperature an6 blower controls. AIR CONDITIONING The cab shall have a combination heater/air conditioning unit. An air conditioning evaporator with 40,000 BTU capacity and adjustable diffusers shall be mounted on the engine tunnel. The air conditioning system shall have a temperature control and a three speed blower capable of circulating 600 cubic feet of air per minute. The condensor shall be 34.64" wide x 10.42" deep x 9.00" high and mounted on the left side of the roof parallel with the side of the cab. The 33,000 btu heater shall be plumbed with a shut-off valve at the engine. CAB TILT ACTUATION The entire cab shall tilt 45 degrees to allow for easy maintenance of the engine and transmission. The cab tilt actuation shall be with an electric over hydraulic lift pump with a control box on a penant for safe visual operation. The lift system shall have an ignition interlock and red lock down indicator lamp which shall illuminate when holding "down" switch to indicate safe road operation. It shall be necessary to activate the master battery switch in order to tilt the cab. - Two cab tilt cylinders shall be provided with velocity fuses in each cylinder port. The cab pivots shall be 1.90" ball and be anchored to frame brackets with 1.25" dia. studs. Two spring loaded hydraulic hold down hooks outboard of the frame shall be installed for holding the cab securely to the frame. A steel safety assembly shall be installed on the right side cab lift cylinder to prevent accidental cab lowering. The safety assembly shall fall over the lift cylinder when the cab is in the "up" position. A cable release system shall also be provided to clear the safety assembly from the lift cylinder when lowering the cab. WHEEL WELL FENDERETTES Bright polished radius stainless steel fenderettes, 2.38" wide with an integral 10" wide cab liner shall be installed on the extruded cab. CAB WINDOWS • Fixed cab side windows, 16.00" x 26.00" (416 sq.in.) shall be installed behind the front cab doors one each side of the cab. Each window shall be the same height as the windshield to provide maximum 25 ALBERTVILLE, MN AERIAL SPECIFICATIONS visibility. OXTERIOR CAB ASSIST HANDLES Four (4) 18" knurled anti -slip one piece stainless steel exterior assist handles shall be installed, one (1) behind each cab door. CAB MIRRORS Two (2) Ramco model 6015 CCHR bus style heated remote mirrors shall be provided. The upper flat glass shall be remote control with switches on the dash, the lower glass shall be a fixed convex. The mirrors shall be attached to 15" cast aluminum arms. The arms shall be mounted to the front cab comers. TWO TONE PAINT The cab shall be painted two tone with a finished break line below the cab windows through the mirror brackets and door handles. All cab painting must be completed prior to the installation of glass, accessories or any other cab trim to assure complete paint coverage and maximum corrosion protection. The entire cab must be disc ground to remove any surface oxidation or surface debris that may hinder the paint adhesion. 41pon the application of required body fillers and their preparation, the cab shall be primed with a coating designed for corrosion resistance and surfacer -paint adhesion. The entire cab then shall be coated with an intermediate surfacer that is designed to fill minor surface defects, provide an adhesive bond between the primer and the paint, and improve the color and gloss retention of the color coats. The cab shall be finish sanded and painted with 2 to 4 coats of an acrylic urethane type system designed not only for color retention but to resist acid rain and most atmospheric chemicals found on the fire ground or emergency scene. The cab interior shall be painted the same color as the lower exterior color. The maximum overall film thickness of the top coat shall not exceed 5 mils. The Spartan standard PPG (DBHS or DCC), Sikkens FLNA or Dupont lmron (5000 or 6000) paint shall be warranted for 7 years against cracking, checking or peeling and loss of gloss caused by chalking or fading. Cab underside and doors shall be rustproofed with a 10 year or 100,000 mile warranty certificate against perforation issued in the Fire Department's name. efRVICE MANUAL AND PARTS LIST A chassis service manual and illustrated parts manual with wiring and air plumbing diagrams shall be provided. The wiring and plumbing diagrams shall be specific to the chassis model. 26 ALBERTVILLE, MN AERIAL SPECIFICATIONS ENGINE AND TRANSMISSION SERVICE MANUAL 0 One (1) engine operation and maintenance manual and one (1) transmission service manual shall be provided. FIRE EXTINGUISHER A 2.5 lb. BC DOT approved fire extinguisher shall be installed at drivers area in the cab. MAP BOX A map storage box will be furnished and installed on the engine dog house per fire department instructions. Exact configuration of map storage box will be decided at pre -construction conference. IN CAB STORAGE AREA A storage module will be furnished and installed behind the engine tunnel in the rear crew area of the cab. Storage module will consist of a minimum of two shelves and a 1" lip on the top of the module. The module will also provide for storage of the specked "Mag" lights. REAR MUD FLAPS • Heavy duty black rubber mud flaps shall be furnished and installed behind the rear wheels of the vehicle. Mud flaps shall extend the full width of the rear duals, and are to be attached to heavy stainless steel angle support brackets with stainless steel fasteners. - - 1500 GPM SINGLE STAGE FIRE PUMP A Waterous Model CSUYBX-1500 fire pump shall be midship mounted, single stage centrifugal type with a rated capacity of 1500 GPM. In addition to meeting NFPA 1901 requirements, it shall be constructed and mounted in accordance with the following specifications. In order to remain consistent with the operation and servicing of our existing apparatus, the Waterous brand fire pump is a strict requirement of these specifications. Fire pump shall incorporate high strength involute toothform HY VO chain drive transmission. Benefits of the chain drive include quiet, noiseless operation at high shaft speeds, and improved power transmitting capabilities due to the fact that the chain wraps itself halfway around the gear distributing a very uniform pattern of tooth engagement. Pump transmissions utilizing spur or helical drive gears which create high noise levels at elevated speeds and only permit minimal tooth to tooth engagement are not acceptable. The shift engagement shall be accomplished by a free -sliding collar and shall incorporate an intern* locking mechanism to insure that collar will be maintained in ROAD or PUMP operation. Pump shall deliver the percentage of rated discharge at pressures indicated below: 27 ALBERTVILLE, MN AERIAL SPECIFICATIONS 100% of rated capacity at 150 pounds net pressure 70% of rated capacity at 200 pounds net pressure 50% of rated capacity at 250 pounds net pressure 100% of rated capacity at 165 pounds net pressure Impellers and impeller seal rings are to be of high grade bronze replaceable type and mounted on a stainless steel shaft supported by heavy duty, oil lubricated "ball" bearings. Bearings shall be protected from water and sediment by suitable stuffing boxes, flinger rings, and oil seals. Pumps using "sleeve" type bearings are not acceptable. The impellers shall be accurately balanced and of the mixed flow design with reverse flow, labyrinth - type wear rings that resist water bypass and loss of efficiency due to wear. The bronze wear rings shall be easily replaceable so as to eliminate need for the replacing of the entire pump casing due to wear. Impeller hubs shall be "Flame Plated", impregnated with tungsten carbide to assure maximum pump life and efficiency despite the presence of abrasive particles, such as fine sand, in the water being pumped. The impeller shaft shall be of a "separable" design to allow true separation of the transmission from the pump without disassembly or disturbing either component. Fire pumps requiring disassembly of ump body and transmission to service either component are not acceptable. he main pump body shall be horizontally split and shall be in two sections for easy removal of the entire impeller assembly including wear rings, without disturbing setting of the pump on the chassis. Pump case halves shall be bolted together on a single horizontal plane using a single gasket. A cross section view of the pump and gear case showing all working parts shall be furnished and will be considered in judging the acceptability of the design. The pump body is to be of close grain grey iron with all moving parts which come into contact with water to be of bronze or stainless steel. The pump must be tested by the pump manufacturer for 10 minutes hydrostatically at a pressure of 350 psig. Certification by the pump manufacturer must be provided. The pump shall be provided with a plate giving the rated flow at "capacity" and "pressure" test pressures, together with the R.P.M. of the engine at those pressures and deliveries and mounted in clear view of the pump operators panel. Data plate shall include model and serial numbers of the pump body and chain transmission, hydro and discharge test pressures, and the date of pump and transmission manufacture. All pump components including relief valve, pump shift, priming system and drain valve shall be manufactured by the Waterous Company to insure sole source responsibility and engineered Ompatibility. PRIMING SYSTEM: 28 ALBERTVILLE, MN AERIAL SPECIFICATIONS The pump shall be capable of taking suction and discharging water with a lift of 10 feet in not more than 45 seconds with the pump dry, through 20 feet of suction hose of appropriate size. It shall capable of developing a vacuum of 22" at an altitude of up to 1000 feet. 6 A high capacity, electrically driven Waterous model VPE rotary vane priming pump shall be provided which is rigidly attached to the pump transmission. The priming system shall include a one gallon oil reservoir tank which is conveniently located behind a hinged access door. Priming tank shall be properly vented so as to provided priming pump lubrication. A vacuum test with a capped suction of at least 20' long shall develop 22" of vacuum and hold a vacuum with a drop not in excess of 10" in 5 minutes. MANIFOLD DRAIN: A Waterous manifold drain valve shall be furnished with all pump drains connected to it so that the entire pump system may be drained by one control. Drain valve assembly shall consist of a stainless steel plunger and a bronze body rigidly attached to the fire pump transmission. A chrome plated 'T' handle control is to be provided and located at the pump operators panel properly identified PUMP DRAIN. PNEUMATIC PUMP SHIFT The pump shift shall be air operated and shall incorporate a Waterous built cylinder with double action piston to shift from road to pump and back. A manual or electric operated pump shift mechanism is not acceptable. The pump shift switch shall be mounted in the cab and identified as AIR PUMP SHIFT and include instructions permanently inscribed on the pump shift switch plate. The In -Cab operating valve uses a spring loaded locking collar to prevent it from accidentally being moved. The pump shift control assembly shall incorporate an indicating light system which will notify the operator when the shift has been completed to PUMP and when the chassis transmission is in correct pumping gear. The switch that activates the lights must be mounted on the pump transmission and positioned so that the pump shift arm activates the switch only when the shift arm has completed its full travel into PUMP position. An additional green indicator light shall be provided adjacent to the throttle control at the pump operators panel to indicate a completion of the pump shift. A single control shall be located at the lower right comer of the pump operator's panel to manually shift the pump. Control should be properly labeled as to the function and operation. MECHANICAL SHAFT SEAL The pump shall be equipped with self-adjusting, maintenance free, "Mechanical Shaft Seal" which are 29 ALBERTVILLE, MN AERIAL SPECIFICATIONS designed to be functional in the unlikely event of a seal failure. Pumps with packing which requires riodic adjustment and/or replacement will not be acceptable. MANUAL CONTROL PRIMING PUMP Priming pump shall be activated by a mechanical/electric valve with a single pull control located at the pump operators panel area. Valve actuation may be accomplished while the main pump is operational, if necessary to assure a complete prime. FIRE PUMP WARRANTY The Waterous fire pump shall carry the manufacture's two (2) year warranty covering defective parts and workmanship. A copy of the pump manufacture's warranty policy shall be provided with the completed apparatus. U L TEST The pump shall undergo an Underwriters Laboratories Incorporated test per Class A requirements of NFPA #1901 prior to delivery of the completed pumper. HEAT EXCHANGER DISCHARGE gated discharge line shall be installed to provide water from the fire pump to the chassis supplied Te at exchanger to assist in engine cooling during pumping operations. The heat exchanger line shall controlled at the pump operator's panel. STEAMERS There shall be two (2) steamer inlets furnished. Steamer inlets shall be located, one on the right side and one on the left side of the pump panel. The suction inlets shall have 6" NST threads. The suction inlets shall have a removable strainer provided inside each external inlet. PUMP SUCTIONS Each gated suction inlet shall include a Class One 3/4" cast bronze 1/4 turn drain valve complete with a chrome plated bronze ball, reinforced teflon seals, and blow-out proof stem rated to 600 psi. An oval shape chrome plated zinc handle shall be provided on each drain valve, complete with a 1" X 1 1 /2" recessed ID label and located adjacent to the intake fitting. Each 3" and larger gated pump suction intake shall have an operating mechanism which will not permit changing the position of the flow regulating element of the valve from full close to full open, or vice versa, in less than 3 seconds. All specified suction intake caps shall be capable of withstanding a minimum of 500 psi. 0/2" GATED SUCTION INTAKE The following 2-1/2" independent gated suction intakes shall be provided. Intakes shall be provided with Akron #7825 quarter turn valves which shall be LOCATED WITHIN THE PUMP 30 ALBERTVILLE, MN AERIAL SPECIFICATIONS COMPARTMENT. No Exception. Gated suction inlets shall be provided with 1/4 turn bronze flange mounted Class One drain valves with a chrome plated oval shape handle, chrome plated fem> swivel adapters having an internal screen, and a chrome plated plug type cap with end chain. Intakes shall be located: One (1) 2-1/2" gated suction on the left side of the pump. One (1) 2-1/2" gated suction on the right side of the pump. AIR ACTUATED BUTTERFLY VALVES Two (2) Built-in Grinnell model #WC-8282-3, 6" quarter turn butterfly valves with 6" NST male threads, operated with a air actuator with 12 volt solenoid valve and labeled switch at the pump operators panel, calibrated to open and close in 5 seconds. One butterfly valve shall be mounted on the left side One butterfly valve shall be mounted on the right side The fire pump shall be provided with a flange style suction arm fitting so the butterfly valve may be located IN THE PUMP COMPARTMENT keeping the valve and end fittings within runningboard width. Relief valves shall be provided for the gated butterfly valves to comply with current NFPA standard-* GATED FRONT SUCTION An operator's panel controlled front suction intake shall be provided with NST at the inlet. Intake shall be gated using a Grinnell model #WC-8282-3, 5" butterfly valve. A chrome plated inlet fitting with thread matching the side suction intakes is to be provided, complete with a removable strainer screen. Suction pipe shall be provided with 1/4 turn bronze flange mounted drain valves with chrome plated oval shape handles at all low points of the line. The valve shall be operated by an air actuator with 12 volt solenoid valve and labeled switch at the pump operators panel calibrated to open or close in 5 seconds. The front suction piping shall extend above the gravelshield on the front bumper with a 90 degree elbow. Two (2) 6" NST Female X 5" Storz, 30 degree elbow adapters with cap and chain shall be provided for the side pump inlets. PUMP DISCHARGES Each gated discharge outlet shall include a Class One 3/4" cast bronze 1/4 turn drain valve complete. with a chrome plated bronze ball, reinforced teflon seals, and blow-out proof stem rated to 600 p An oval shape chrome plated zinc handle shall be provided on each drain valve, complete with a 1" 1 1/2" recessed ID label. Drains shall be ALIGNED IN A STRAIGHT HORIZONTAL ROW at the lower edge of the corresponding pump panel so as to allow for ease of identification and operation. 31 ALBERTVILLE, MN AERIAL SPECIFICATIONS Each drain shall be labeled and numbered to correspond to the respective discharge outlet and #loring. All 3 or larger discharge valves shall have an operating mechanism which will not permit changing the position of the flow regulating element of the valve from full close to full open, or vice versa, in less than 3 seconds. Individual discharge control handles are to be aligned in a straight horizontal row across the pump operators control panel, directly inline with, and below the corresponding discharge outlet line pressure gauges. No exceptions will be allowed to this requirement. SIDE MOUNT PLUMBING ASSEMBLIES 2" GATED DISCHARGES, AKRON Akron model #7820, 2" Tork-Lok ball valve gated discharge line(s) shall be furnished, operators panel controlled with the valves located within the enclosed pump compartment and plumbed using 2" I.D. wire reinforced, high pressure hose coupled with stainless steel fittings. Valves shall be operated using a Class One chrome plated locking 'T' handle control assemblies which are aligned in a straight horizontal row directly below the corresponding line pressure gauge. Outlets located; she (1) discharge located at front bumper, plumbed using 2" I.D. wire reinforced, high pressure hose coupled with stainless steel fittings, provided with a 2" NPT X 1 1/2" NST male brass 90 degree swivel. Two (2) discharges located in crosslay hosebeds, plumbed using 2" I.D. wire reinforced, high pressure hose coupled with stainless steel fittings, provided with 2" NPT X 1 1/2" NST male brass 90 degree swivels. 21/2" GATED DISCHARGES, WATEROUS Waterous model #80599, 2 1/2" ball valve gated discharge lines shall be furnished, operators panel controlled with the valves located within the enclosed pump compartment. Valves shall include spring loaded self-adjusting seals and chrome plated brass balls. Valves using plastic balls, or non self- adjusting seals are not acceptable. Valves shall be operated using Class One chrome plated locking 'T' handle control assemblies which are aligned in a straight horizontal row directly below the corresponding line pressure gauge. Outlets located; Two (2) discharges on the right side pump panel with chrome plated 2 1/2" NST adapters, extending thru the pump panel with rubber extrusion trim around the openings. Discharges shall be provided with chrome plated 30 degree discharge elbows, chrome caps and chains. (to (2) discharges located at rear of the body plumbed with 2 1/2" I.D. schedule 40 galvanized pipe, with chrome plated discharge extension adapters with 2 1/2" NST male, 30 degree chrome plated elbows, with 2 1/2" NST chrome plated caps with chains. 32 ALBERTVILLE, MN AERIAL SPECIFICATIONS One (1) discharge located in crosslay hosebed, plumbed using wire reinforced, high pressure ho coupled with stainless steel fittings, provided with a 2 1/2" brass 90 degree swivel adapter with 2 1 4 NST male outlet. 3 1/21' GATED DISCHARGES, WATEROUS Waterous model #81823, 3-1/2" ball valve gated discharge line shall be furnished, operators panel controlled with the valve located within the enclosed pump compartment. Valve shall include spring loaded self-adjusting seals, chrome plated brass ball and a spinner handwheel control. Valves using plastic balls, or having non self-adjusting seals, are not acceptable. Hand wheel control shall be aligned in a straight horizontal row with the remaining valve controls, directly below the corresponding line pressure gauge. Outlet(s) located; One (1) discharge on the right side pump panel with rubber extrusion trim around the opening. Discharge shall be provided with a 30 degree pipe discharge elbow, and adapter to 5" Storz with cap and chain. One (1) discharge plumbed to the aerial device waterway using 4" I.D. schedule 40 galvanized pipe. DECK GUN 0 An Akron Apollo, Style 3423, dual inlet monitor with two 2 1/2" swivel inlet portable base with folding legs, shaper tube and stacked tips, shall be provided and shipped loose with the completed apparatus. MASTER GAUGES Class One #LFP410, 41/2" diameter liquid filled pressure gauge registering up to 600 Ibs per square inch with 1/4" pipe thread connection. The gauge shall be of the type that will not be injured when subjected to a vacuum. Gauge is to have a white face with black lettering. Gauge is to be located at the right of the gauge panel and labeled "DISCHARGE" with an engraved label. Class One #LFP410, 4 112" diameter liquid filled compound gauge shall be provided on the suction side of the pump registering at least 400 Ibs pressure and 30 inches of vacuum. Gauge shall have a white face with black lettering. Gauge is to be located to the left of the master discharge gauge and labeled "INTAKE" with an engraved label. PRESSURE GAUGES Class One #LFP210, 2 1/2" diameter liquid filled pressure gauges shall be provided. Gauges are to have white faces with black lettering. Line pressure gauges shall be individually identified with engraved labels. Individual line gauges es are to be aligned in a straight horizontal row across the lower portiop P 9 9 of the gauge panel, directly in line with, and above the corresponding discharge valve control. 33 ALBERTVILLE, MN AERIAL SPECIFICATIONS AERIAL FLOWMETER *he (1) Class One Value System Flowmeter shall be installed in the aerial discharge as required by NFPA. INFORMATION CENTER A Class 1 Enfo III master engine gauge and warning device shall be furnished and installed on the pump operators panel. The device will provide indication of the following; -Engine RPM display -System voltage display and alarm -Engine oil pressure display and alarm -Engine water temperature display and alarm. FIRE COMMANDER ENGINE/PUMP CONTROLLER The apparatus pump panel shall be equipped with a Detroit Diesel Electronic Fire Commander (EFC) that is connected directly to the DDEC III Electronic Control Module (ECM) mounted on the engine. UL TEST CONNECTION 0 Elkhart Brass model #471 pump pressure and vacuum checking assembly shall be provided and mounted at the pump operators control panel. Assembly shall include plug type caps. PUMP LUBRICATION FITTING A grease zerk shall be installed on the pump left side panel, plumbed to the front impeller shaft bearing cap with relief valve. Grease zerk shall be provided with a dust cap, and identified with an engraved label. PUMP PANEL IDENTIFICATION TAGS All discharges shall be provided with color coded labels. Identification labels shall be provided at the discharge control, the discharge outlet, and at the discharge drain valve control, colored according to NFPA recommended standards. LEFT SIDE MOUNTED OPERATOR'S CONTROL PANEL All pump suction and discharge controls are to be mounted on the left side pump operator's panel so as to permit operation of the pump from a central location. All linkage rods from the pump operators control panel to the pump components shall be heavily 6 dmium plated to resist rust and sticking. Plain or painted steel control rods that are susceptible to t and corrosion are not acceptable. All linkage rods shall be attached using threaded fittings or clevis connectors. Rods that are provided with welded fittings or connections are not acceptable. 34 ALBERTVILLE, MN AERIAL SPECIFICATIONS All of the pump controls shall be clearly identified with permanently engraved plate type labels. f) A full panel width extruded aluminum bolted in place and removable light hood with a minimum of three (3) SEALED light assemblies shall be provided to illuminate the entire pump operators control panel. Lighting shall be provided with a pump operator's panel mounted switch. One (1) pump operator's panel light shall illuminate whenever the Fire Pump is engaged. An additional extruded aluminum bolted in place and removable light hood with a minimum of two SEALED light assemblies shall be provided to illuminate the right side pump panel. Lights shall be controlled by the operators panel light switch. GAUGE PANEL All gauges shall be suitably enclosed and mounted on a full pump compartment width "hinged" gauge panel constructed of the same material as the pump operators control panel, allowing access to the backside of all gauges and gauge lines. Panel is to include a stainless steel piano hinge, flush mounted chrome plated trigger latch, and stainless steel cable end stops. Electrical wiring and all gauge lines shall be properly tie wrapped to prevent kinking or cutting of the lines when the panel is opened. f PUMP PANELS The right and left side pump panels shall be constructed entirely of 12 gauge type 304 brushed stainless steel material. The panels are to be completely "bolted" in place for ease of removal. PUMP COMPARTMENT ACCESS DOOR The right side pump panel shall be provided with a full panel width horizontally hinged access door located in the upper portion of the panel. This door shall be approximately 18" high and as wide as possible, and shall be constructed of the same material as the pump panel. A large D-handle stainless steel latch and dual pneumatic door props shall be provided on the access door. HEAT PAN ENCLOSURE A removable casing constructed of .100 polished aluminum treadplate, completely enclosing the underside of the pump compartment and heated by the engine exhaust shall be provided. The heater casing shall include three individual panels that can be easily removed from their mounting locations. The lower, center portion of the casing shall have a large access panel, bolted in place that may be easily removed for normal maintenance. The two outer slide -out panels are held in place by a single fastener on the panel. PUMP COMPARTMENT HEATER E A 30,000 BTU, Red Dot model #R-2554 hot water automotive heater shall be provided and mounted in the fire pump compartment. The heater shall be connected to the truck engine coolant system with 35 ALBERTVILLE, MN AERIAL SPECIFICATIONS shutoff valves in both the feeder and return lines. Water shall be supplied with dual 12 volt fans with a switch located at the pump operators panel. The heater shall be mounted with ducts directed toward the back side of the gauges and gauge lines. PRO POLY BOOSTER TANK A 500 gallon capacity polypropylene booster tank shall be provided. The booster tank shall be of a specific configuration and is so designed to be completely independent of the body and compartments. All joints and seams shall be nitrogen welded and tested for maximum strength and integrity. The transverse swash partitions shall be manufactured of polypropylene and extend from approximately 4" off the floor to just under the cover. The longitudinal swash partitions shall be constructed of polypropylene and extend from the floor of the tank through the cover to allow for positive welding and maximum integrity. All partitions shall be equipped with vent and air holes to permit movement of air and water between compartments. The partitions shall be designed to provided maximum water flow. All swash partitions interlock with one another and are welded to each other as well as to the walls of the tank. The tank shall have a combination vent and manual fill tower. The fill tower shall be constructed of Wlypropylene and with a minimum dimension of 8" x 8" outer perimeter. The tower shall be located in the left front comer of the tank. The tower shall have a polypropylene screen and a polypropylene hinged cover. Inside the fill tower, shall be fastened a combination vent overflow pipe. The vent overflow shall be polypropylene pipe that is designed to run through the tank and shall be piped behind the rear wheels. A forward mounted sump shall be provided in the tank. The sump shall be constructed of polypropylene and be located in the left front quarter of the tank. A polypropylene pipe shall be installed that will sweep from the front of the tank to the sump location. The sump shall have a 3" N.P.T. threaded coupling on the bottom for a plug. This shall be used as a combination clean out and tank drain. An anti -swirl plate shall be located above the sump. There shall be two standard tank outlets; one for tank -to -pump suction lines, and one for a tank fill line which shall be a 1 1/2" N.P.T. coupling. All tank couplings shall be backed with flow deflectors to break up the stream of water entering the tank. The tank shall carry a lifetime warranty from its manufacturer. TANK PUMP VALVE A Waterous model #81961-1 B, 3-1 /2" full flow ball valve shall be furnished from the tank to the pump, complete with a flexible connection and enclosed in the pump compartment. 40he valve shall be manufactured by the Waterous Company and shall include a spring loaded, self- adjusting seal to preclude the need for periodic adjustment, and a chrome plated brass ball providing durability against sand and other debris. Valves using plastic balls or non self-adjusting seal 36 ALBERTVILLE, MN AERIAL SPECIFICATIONS assemblies are not acceptable. A built-in check valve shall be furnished in the pump to avoid the possibility of backfilling the boost* tank, thru the tank to pump suction line. Tank suction is to be located in a sump assembly located below the bottom of the tank and properly baffled to prevent surging of water. A 3" cleanout plug shall be provided in the bottom of the tank sump. TANK FILL AND COOLING LINE A gated discharge line from the pressure side of the pump to the tank shall be furnished so the tank can be filled from draft or hydrant with the control on the operators panel. The valve is to be 1-1/2" size and of the NRS screw type so it can be throttled and used as a bypass or pump cooling line. PUMP PANEL TANK LEVEL GAUGE A Class One bar -graph water tank level gauge shall be provided on the pump operators panel. Bar - graph display shall flash as an indicator when the tank level reaches 25% of capacity. GROUND LADDER STORAGE -REAR Ground ladders and pike poles shall be accessed from the rear of the apparatus. All ladders shall mounted on adjustable, individual brackets and slide on composite material so as not to damage th main beams of the ladders. Pike poles and the folding ladder shall be stored in individual storag areas. Ladders shall have stops provided on the front of all slides so ladders will not slide forward during emergency braking conditions. A quick release type strap shall be provided at the rear to retain the ladders from sliding rearward. - - A 24 foot, 2 section fire department extension ladder, DUO -SAFETY Model 900A, in which the side rails also act as guides for the fly ladder, shall be furnished. A 35 foot, 3 section fire department extension ladder, DUO -SAFETY Model 1225A, in which the side rails also act as guides for the fly ladder, shall be furnished. A 14 foot DUO -SAFETY Model #775A, aluminum roof ladder with folding roof hooks shall be furnished. Two (2) 16 foot DUO -SAFETY Model #875A aluminum ladders with folding roof hooks shall be provided. One shall be provided in the rear ladder compartment and the other shall be provided on the fly section of the ladder. A 10 foot DUO -SAFETY Model #585A aluminum folding ladder with mounting brackets shall be furnished. Two (2) 6 foot pike poles with fiberglass handles, steel hooks and mounting brackets. Two (2) 12 foot pike poles with fiberglass handles, steel hook and mounting brackets. 37 ALBERTVILLE, MN AERIAL SPECIFICATIONS Two (2) 4 foot "D" handle wooden pike poles and mounting brackets shall be provided. 10PPARATUS BODY MATERIALS STRUCTURAL DESIGN To prevent possible interaction of dissimilar metals and to reduce the weight of the completed apparatus, the body and ALL STRUCTURAL SUPPORTS shall be constructed entirely of aluminum sheet and aluminum extrusions. Aluminum extrusions or sheet aluminum of smaller thicknesses or lesser grades to those specified herein are not acceptable. All extrusions utilized in the body super -structure, sub -structure and framing shall be 6061-T6 alloy aluminum of the specified thickness and size. For strength and rigidity, all aluminum sheet utilized in the apparatus body, hose body and compartment sides shall be a minimum of 3/16" 5052-1-132 alloy aluminum sheet. All extrusions shall be beveled at each joint and all seams shall be electrically seam welded using #5356 alloy aluminum wire. FASTENERS 101 fasteners used in the apparatus body shall be attached with with Ny-Lok type fasteners. Ail aluminum and stainless steel components shall be attached using stainless steel fasteners. Zinc or cadmium plated fasteners are not acceptable for use with any aluminum or stainless steel components on the vehicle. Compartment door hinges, handrails, and runningboards shall be attached using minimum 1/4" diameter machine screw fasteners. 3/16" diameter fasteners shall only be used in non-structural areas such as; door locks, trim mouldings, gauge mountings, etc. TOW EYES Two (2) tow eyes shall be furnished at the rear of the body and attached directly to the chassis frame rails. Tow eyes are to be constructed of 1/2" plate steel with a 3" I.D. hole, large enough for passing through a tow chain end hook. Tow eyes shall be painted black. HOSEBED FLOORING 4 ors of the specified hosebeds are to be provided with removable slat style extruded aluminum osebed gratings, spaced 1 /2" apart for proper hose ventilation. Hosebed gratings are easily lifted out of the main hosebed for access to the top of the specified booster water tank. 38 ALBERTVILLE, MN AERIAL SPECIFICATIONS 1 3/4" CROSSLAY HOSEBEDS Two (2) crosslay hosebeds at least 3.5 cu. ft., designed to carry 200 feet of 1 3/4" double jacket hose shall be provided and recess mounted above the fire pump. Crosslays shall be plumbed fro the specified discharge valves on the fire pump using high pressure flexible hose with stainless steel end couplings. Crosslays shall be provided with recess mounted 1 1/2" NST long neck swivel discharge connections and perforated flooring. Polished stainless steel hose roller assemblies at the sides and lower edges of the crosslay openings on each side of the apparatus body shall be provided. No Exception. 21/2" CROSSLAY HOSEBED One (1) crosslay hosebed designed to cant' 200 feet of 2 1/2" double jacket fire hose, shall be provided and recess mounted above the fire pump. Crosslay shall be plumbed from the 2 1/2" gated discharge valve on the fire pump. Crosslay shall be provided with recess mounted 2 1/2" NST long neck swivel discharge connections and perforated flooring. Polished stainless steel hose roller assemblies at the sides and lower edges of the crosslay opening on each side of the apparatus body shall be provided. No Exception. BODY AND PUMP HOUSE FLEX JOINT The body and pump house shall be seperate free standing components forming a true flex jo between the body and pump house. No Exception. The intent is to allow either to be easily remov as a single unit without disturbing the other and to provide a flex joint between the two modules. Designs where the pump house and body are interjoined as a common unit do not meet the technical requirement of providing a flex joint nor the repairability requirement of these specifications. BODY SUPERSTRUCTURE All vertical and horizontal structural members of the outer apparatus body shall be constructed of no less than 4.00" by 12.00" extrusions with a minimum .200" wall thickness fully welded together forming a unitized support system for the body and compartments. In order to provide a complete internal and integrated body super -structure, full height extruded structural members shall be provided at each comer of the apparatus and between each exterior equipment compartment. Bidder is to provide with their bid proposal illustrations and drawings of the body structure to show compliance with this requirement. No Exception. BODY WIRING RACEWAYS Due to the possibility of damage by shifting equipment, exposed wiring shall not be permitted in the equipment compartments. Body wiring shall not be routed beneath the apparatus body where it may be exposed to road debris and the elements of weather. The body shall be designed to provide easily accessible recessed raceways to fully protect all body wiring. Bolted on access panels shall be provided for all wiring routed through the body. Access 39 ALBERTVILLE, MN AERIAL SPECIFICATIONS panels shall be removable with common hand tools. Hollow tubes with wiring routed through the 40ame that is only accessible by disconnecting wiring and manually pulling the same through the tube oes not meet the intent nor the technical requirements of this specification in providing accessible wiring. Open faced channels with wiring held in place by clips or tie downs does not meet the intent nor technical requirement of providing protected wiring. SHELVING TRACKS The vertical extrusions forming the framework of the side exterior compartmentation shall be designed to incorporate FULLY RECESSED adjustable shelving standards. Shelving tracks shall run full height of ALL side exterior equipment compartment. The intent of this requirement is to allow full use of the available storage areas without the interference of shelving tracks extending into and reducing the interior widths of the compartments which will allow equipment to be stored within the full width of the compartment interiors. Shelving, when specified, shall have a width of no less than .25" of the overall compartment width. Adjustable shelving tracks welded or bolted onto interior walls of the compartments do not meet the intent of these specifications. RECESSED COMPARTMENT LIGHTING 01 side exterior equipment compartments shall be provided with one (1) fully recessed rubber shock mounted sealed and weathertight clear compartment light. The light shall be totally enclosed (not exposed to the environment) and side wall recessed mounted within 12.00" of the compartment ceiling. When two (2) compartment lights are specked, the second light shall be mounted approximately one half the distance between the upper light and the compartment floor. The lights shall be a minimum of 4.00" diameter and shall not protrude into the compartment, use recessed wiring, and are to be equipped with Deutsch type wire plugs for ease of removable or replacement. Compartment shelves shall be capable of being moved up or down without having to remove or relocate the compartment lights. No Exception. WHEEL WELL LINER AND FENDERETTES For ease of accessibility and maintenance, wheel well panels shall be double break formed .125" painted smooth aluminum plate that is fully gasketed and bolted in place with stainless fasteners. Wheel wells shall be of the removable design so as to provide replacement in the event of damage. There shall be no visible bolt heads, retention nuts or fasteners on the exterior surface of the panel. To fully protect the wheel well area from road debris and to aid in cleaning, a full depth (minimum of 24.00") radius wheel well liner constructed of exterior grade .25" black polyethylene sheet shall be Isvided. For ease of removal, the liner shall be held in place via means of a self -tension retention tem. Due to possible corrosion and contamination by road debris in the wheel well area, mechanical fasteners shall not be used to secure the wheel well liner. 40 ALBERTVILLE, MN AERIAL SPECIFICATIONS The rear wheel wells shall be radius cut for a streamlined appearance. A polished type 304 stainless steel radius fenderette shall be furnished at each rear wheel well opening, held in place with t ncealed stainless steel fasteners. A black rubber gasket shall be installed between the stainless nderette and the apparatus body sides. Silicone caulking does not meet the intent nor the technical requirement of a solid gasket material in this area and is not acceptable. APPARATUS COMPARTMENTATION There shall be large enclosed compartments on both sides of the body, starting at the front of the hosebody and continuing to the rear of the apparatus. These compartments shall be as large as possible, using all available space. The aluminum treadplate compartmentation tops on each side of the body shall be extended out and downward a minimum of .50" over the compartment doors forming a drip rail. Corners shall be TIG welded. Lower or rear face compartments, if specified shall be provided with polished aluminum drip rails. SIDE BODY COMPARTMENT ROLL -UP DOOR CONSTRUCTION Exterior side equipment compartments so specked shall be equipped with roll -up shutter doors to be installed as specified herein. The door shall be located above and outside of the interior of the compartments thereby protecting the door in the raised position from possible damage by the shifting 0 equipment. The door roll mechanism shall also be protected from possible damage should equipment shift while the vehicle is in transit with the door in the closed position. When the door is raised, the location of the drum assembly shall not allow water drainage from the doors into any portion of the exterior of the compartment, thereby preventing the accumulation of water, snow, or ice from damaging the equipment located therein. The roll -up door drum assembly shall be fully enclosed and protected from the elements. Provisions shall be made on each end and each side of the apparatus for moisture to self -drain from the raised doors to below the apparatus body using integral drainage ports. To provide access for repairs and adjustments without removing equipment from the compartments, the door roll assemblies shall be serviced from above the compartment. There shall be no need to remove any equipment nor to open the door to provide service to the same. Should a door be prohibited from being raised because of damage to or a defect in the roller assembly, service must be capable of being performed without the cutting, damaging or destroying of the door shutters to gain access. Access to the door mechanism shall be provided through the removable door roller assembly access panel that requires only the use of common hand tools to remove. Pendent plates supporting the door roll assembly shall be bolted in place, adjustable and capable of ing removed with common hand tools. Pendent plates and supports that are welded in place do t meet the maintenance and service criteria of these specifications. In order to provide unlimited access to stored equipment and to help prevent damage to the tracks by 41 ALBERTVILLE. MN AERIAL SPECIFICATIONS removing equipment, the tracks shall not protrude into any portion of the door frame opening. The width of the door frame opening shall be the actual useable width available to store and remov equipment. No Exception. Door openings shall match the compartment sizes as specified. SIDE AND REAR OVERLAYS .125" polished aluminum treadplate overlays and panels shall be provided and installed in the following areas: The front face of each side compartment and center rear panel of the apparatus body. Overlays shall be bolted in place and sealed to prevent any moisture entry between the overlay and the body structure. RUNNINGBOARDS Runningboards shall be provided on both sides of the body at the pump panel areas and shall be fabricated from .190 bright aluminum treadplate. The runningboards shall be flange down a minimum of 3.00" for added strength and to match the specified apparatus body rubrails. Runnin boards shall be bolted in lace and removable for ease of repair or replacement. NO' 9 P Exception. RUB RAILS Full body length .190" bright aluminum treadplate rub rails shall be provided on the right and left body sides which extend outward beyond the body sides for protection of the compartments and doors. A minimum 3.00" vertical scuff surface shall be provided. Rubrails are to be bolted in place and removable for ease of repair or replacement. No Exception. AERIAL LADDER BODY SIDE EXTERIOR COMPARTMENT CONSTRUCTION Compartment sides and walls shall be welded to the super -structure described elsewhere herin. Seams shall be sealed using an engineered grade polyurethane adhesive -sealant. The compartments shall be designed to provide protected raceways for vertically hinged door fastener retention elements. This requirement shall eliminate the possibility of door hinge hardware from being damaged by or damaging equipment stored in the compartments. The raceways shall be designed to allow door hardware removal by a single person with simple hand tools. As described elsewhere herin, full height access panels fastened with stainless steel fasteners shall be provided to access all wiring routed through vertical super -structure extrusions. A minimum of forty-five square inches of removable louvered ventilation shall be provided in each compartment. 0 Compartment flooring shall be no less than 3/16" 3003-H14 alloy aluminum treadplate welded in place to the extruded aluminum framework. Due to the high useage and wear and tear caused by 42 ALBERTVILLE, MN AERIAL SPECIFICATIONS removal of equipment, only treadplate aluminum with a raised pattern will be acceptable for compartment flooring. Bolted or welded in smooth raw aluminum or painted aluminum does not meet qe intent nor technical requirement of raised pattern treadplate. There shall be no floor welds visible rom the interior of the equipment compartments. The tops of the side exterior compartments shall be constructed of 3003-1-114 alloy aluminum treadplate fastened to the body with stainless steel fasteners. Compartment tops that are welded in place do not meet the servicability intent of this requirement. AERIAL LADDER HOSE BODY CONSTRUCTION To maintain strength and rigidity, the main hose body shall be completly framed with a minimum of 2.00" X 3.00" 6061 T6 alloy aluminum extrusions with a .281 nominal wall thickness. The hose body extrusions shall be welded to the super -structure framework, becoming an integral portion of a complete unitized support system. Sheet metal or sheet aluminum with double or triple formed breaks, does not meet the technical requirement of the specification in providing a complete hosebody framework. Sides shall be constructed of no less than 3/16" 5052-1-132 alloy aluminum sheet welded to the framework. There shall be no visible welds on the exterior of the hose bed side sheets. To provide immediate access to and rapid removal of the booster tank, neither the hose bed nor the hose bed flooring shall be located above the booster tank. This is a maintenance requirement and as such it shall not be compromised. HOSEBED STORAGE AREA ke apparatus hosebody is to be properly reinforced without the use of angles or structural shapes, and free from all projections which might injure the fire hose. The main apparatus hosebed shall run from the forward body bulkhead to the rear of the body. The width of the hosebed will be dependant on the depth of the highside storage compartments. The hosebed between the side of the turntable pedestal and the backs of the compartments shall form a hose chute for hose payout. The hosebed flooring shall be fabricated aluminum grating which provides ventilation for the hose. The inside surfaces of the hosebed shall have a "DA' finish. CHASSIS AND AERIAL BODY INTERFACE The exterior side equipment compartments shall be bolted to no less than three (3) vertical formed steel channels welded directly to the aerial torque box. The channels shall be no less than 3.00" X 3.00" X .25" with a return lip of no less than 1.50" and shall be formed to "receive" the vertical aluminum extruded 1-beams incorporated into the body sub -structure system, described elsewhere herein. The upper and lower portions of the vertical I beam shall be bolted to the vertical structural channels. All interface areas between the steel channels and aluminum extruded channels shall be isolated by an elastomeric isolator. 0ERIAL LADDER BODY COMPARTMENT SUB -STRUCTURE A minimum of six (6) 4.00" high by 2.50" wide tubular "I" beam horizontal crosstubes with a .375" vertical wall thickness shall be provided on each side of the body in pairs, one (1) located above the 43 ALBERTVILLE, MN AERIAL SPECIFICATIONS other. Crosstubes shall run from within 1.00" of the aerial torque box outward and shall be routed through and fully welded to the vertical and horizontal structural extrusions forming the body super- structure. i Vertical intermediate structural "I" beams 4.00 X 2.50" with .375" vertical wall thickness shall be interconnected to and welded to each upper and lower crossmember forming a fully welded support grid. These vertical structural "I" beams shall be sized to fit the steel structural channels welded to the chassis torque box. APPARATUS COMPARTMENTATION COMPARTMENTATION LEFT AND RIGHT SIDES There shall be one (1) full height compartment forward of the rear wheels each side with painted roll up doors. The full height compartment forward of the rear wheels each side shall be 62" high and approximately 64" wide with matching compartment door opening. (NO EXCEPTION) There shall be two (2) compartments above the rear wheels each side with painted roll up doors, each compartment shall be 23" high and 50" wide with matching compartment door openings. (NO EXCEPTION) The useable depth of the lower portion of the compartments shall be 26", the useable depth of tf� upper portion of the front compartment and the two overwheel compartments shall be 12". The compartment behind the wheels each side shall be 27" high and have a 20" wide hinged compartment door with a minimum 18" useable depth. ACCESS TO TURNTABLE Access ladders shall be provided on each side of the apparatus as a means of egress to and from the aerial device turntable. The ladder shall have five (5) seven (7") inch open style stair treads leading to the turntable on each side. A sixth fold down type step shall hinge above the first step and stow between the first and second steps while in the travel position. Full length thirty-six inch (36") handrails shall be furnished on both sides of the access ladders to provide hand holds while traveling up the ladders. A weatherproof micro switch shall sense the down position of the step and alert the driver should the vehicle emergency brake be released. This switch will be wired into the open door warning system. REAR BUMPER A single piece rear bumper shall be furnished that is a minimum of 2.00" deep and full width of the apparatus body, from rub rail to rubrail. It shall be spaced away from the rear edge of the body approximately 1 /2" by means of a nylon spacer to allow proper drainage. The rear bumper shall b provided with mitered edges that are "TIG" welded for a pleasing appearance. 0 The rear bumper shall incorporate provisions for the mounting of five (5) recessed clearance light 44 ALBERTVILLE, MN AERIAL SPECIFICATIONS fixtures. &DJUSTABLE SHELVES Five (5) compartment shelves shall be constructed of .190" smooth aluminum, and are to have formed upward breaks on front and rear with TIG welded comers for added strength. Shelves shall be fully adjustable within the compartments. Lighter gauge shelf materials are not acceptable. Shelves shall extend full width of the compartments, within .25" of the overall width, and adjust up and down in the intergal shelf tracks. Exact locations of compartment shelves to be discussed at pre -construction conference. SLIDE -OUT TRAY One (1) 500# capacity heavy duty slide -out trays shall be installed in the right front compartment per Fire Department instructions. Slide -out tray shall be constructed of .125 aluminum material, complete with heavy duty roller bearing slides, and a gas prop to hold the tray in the "open" and "closed" positions. PAINTED ROLL UP DOORS Painted R.O.M. Robinson brand extruded aluminum shutter style doors with lift bar latch mechanisms *nd associated hardware shall be provided and installed as specified. The roll up door on the rear ground ladder storage compartment will be an unpainted roll up door. ACCESS RAILS NFPA approved, extruded aluminum ribbed finish "non -slip" access rails with chrome plated mounting brackets shall be provided. Smooth access rails, or rails having an adhesive or rubber covering that can loosen over time are not acceptable. Rubber gaskets shall be installed below each handrail bracket to prevent cracking or fracturing of the painted surface. Two vertical access rails shall be provided and mounted on the rear of the apparatus body, one on each side. AIR BOTTLE COMPARTMENTS IN WHEELWELL Three (3) SCBA storage compartments shall be provided and located in the rear wheelwells of the apparatus body. SCBA bottle storage compartment shall be constructed entirely of aluminum, bolted in -place and *movable for repair or replacement. No Exception. Compartments shall be provided with SCBA bottle scuff protection. A cast brushed aluminum spring loaded door with push button trigger latch and polished aluminum trim surround shall be provided. 45 ALBERTVILLE, MN AERIAL SPECIFICATIONS Compartment door shall be provided with an O-ring gasket seal to prevent moisture and debris from entering compartment. 0 PAINTING All apparatus body seams shall be caulked both inside and along the exterior edges with an automotive sealant to prevent moisture from entering between any body panels. All parts to be painted shall be thoroughly sanded, and washed with solvent. Tacked free of any dust particles, the body and all parts shall be individually sprayed using the following minimum procedures and materials: One (1) coat of self etching primer Two (2) coats of Urethane primer Two (2) of the specified color Three (3) coats of clear urethane The fire pump, and all rigid discharge and suction plumbing is to be painted Silver in color unless otherwise specified by the customer. No exceptions. While constructing the truck body, all aluminum parts shall be properly fitted on the body and then removed. The back side of all aluminum parts shall be sanded smooth of any buns and sharp edge, All aluminum parts shall be bolted to the body using stainless steel fasteners. Zinc or Cadmium plated fasteners are not acceptable. During reassembly of the apparatus, care shall be exercised in fitting and fastening the parts back in their respective position on the vehicle. TOUCH-UP PAINT One quart of touch-up paint shall be furnished with the completed truck at final delivery. LETTERING AND STRIPPING Reflective lettering and striping shall be applied to the apparatus to meet both customer and NFPA requirements. The graphics applied to the vehicle shall be done by the Graphix Shoppe located in Eagan, MN. Exact details of the graphics package shall be decided at the pre -construction conference. ELECTRICAL All electrical wiring shall be a minimum 14 gauge heavy stranded copper with type GXL crosslink high temperature insulation. All wiring shall be circuit function printed every three inches along its entirls length of the specified wire. No Exception. Wiring shall be suitably protected in split automotive loorrl, securely attached and protected against chafing and routed throught the body as specified. 46 ALBERTVILLE, MN AERIAL SPECIFICATIONS The body 12-Volt electrical system shall be designed specifically for the apparatus body. Automatic d set circuit breakers shall be provided and installed in all circuits. Wiring data shall be provided with the completed apparatus. Exposed wiring will be not be allowed in compartment interiors. No Exception. The following electrical equipment and lights shall be provided and installed: REAR STEP LIGHTS Two (2) KD Lamps model #856-3360 chrome plated lights shall be provided and installed on the rear face of the body to illuminate the rear step area. Lights shall be wired to the panel light switch at the pump operators panel. CLEARANCE LIGHTS Vehicle clearance marker lights with reflectors mounted in accordance with Highway Safety Standards shall be furnished and installed. Rear marker lights shall be recess mounted within the center tailboard/step. MID BODY TURN SIGNALS I mounted body turn signals shall be installed recess mounted in the vehicle rub rails. Lights shall t mounted in a rubber grommet for ease of replacement. TAIL & BACKUP LIGHTS Two (2) Whelen #64 rectangular LED RED stop/tail lights shall be provided and mounted at the rear of the body, one on each side. Two (2) Whelen #64, LED rectangular amber directional signal lights with black arrows shall be provided and mounted at the rear of the body, one on each side, and below the stop/tail lights. Two (2) Whelen #64, rectangular clear backup lights shall be provided and mounted, one on each side at the rear of the body. The backup lights shall be mounted below the rear stop/tail and directional lights. NFPA REQUIRED LIGHTING The following Whelen warning lights shall be provided and installed on the apparatus to meet NFPA requirements: Upper level lighting shall include; to (2) Whelen #MA22NFPA Mini AdvantEdge lightbars with permanent mounting brackets installed the forward portion of the cab roof, one on each side of the aerial device and complete with switch in cab. 47 ALBERTVILLE, MN AERIAL SPECIFICATIONS Two (2) Whelen #MA22NFPA Mini AdvantEdge lightbars with permanent mounting brackets installed facing the sides on the rear portion of the cab roof, one on each side of the aerial device and complete with switch in cab. Two (2) Whelen #RB6PAP rotating beacon lights with amber domes shall be provided at the top rear comers of the apparatus body, one each side with switch in cab. Lower level lighting shall include; Two (2) Whelen #64 series red LED lights shall be provided and mounted with two at the lower rear comers of the apparatus body with switch in cab. Four (4) Whelen #64 red LED lights shall be provided and mounted with two on each side of the apparatus in addition to the lower level lights on the chassis cab. One light each side shall be mounted as far rearward as practical, and one light each side approximately midship. Lights shall be complete with switch in cab. OPTICOM A 3M "Opticom" #492 signaling device shall be provided and installed in the lightbar or on the cab roof. All necessary controls shall be provided within easy reach of the driver. TRAFFIC DIRECTION BAR A Whelen Model TA-837 Traffic Advisor light bar, 44" long with eight twist lock, halogen module, shall be provided and mounted facing the rear of the apparatus with control console mounted in the truck cab. SCENE LIGHTS Four (4) Whelen Model 97 Opti-Scenelight 12 volt floodlights shall be provided and mounted, two on each side of the body. Lights shall be complete with 13 degree lens optics and with switches in the truck cab. HOSEBED DECK LIGHTS Two (2) Unity #AG series (1-Spot and 1-Flood) six inch rear mounted hose loading lights, swivel type with individual switches, chrome plated shall be provided. PUMP COMPARTMENT WORK LIGHT One (1) Truck-Lite model #80351 pump compartment work light(s) shall be provided and installed within the pump compartment area complete with a push button activation switch mounted on each light head. UNDERBODY LIGHTS • Underbody lights to meet NFPA requirements shall be provided and mounted below runningboard level, each side of cab and body with the lights below the cab and crew cab area controlled by the 48 ALBERTVILLE, MN AERIAL SPECIFICATIONS cab door switches and lights under apparatus body area controlled by a switch at the pump operators Oanel. Lights are to be a minimum 4" diameter sealed and weathertight. Fixtures are to be mounted in bolt on brackets using shock absorbing rubber grommet mounts for ease of repair or replacement. Wiring to be provided with Deutsch type plug-in connections. LICENSE PLATE BRACKET A license plate mounting bracket shall be provided complete with a chrome plated shielded indirect type light. Bracket shall be mounted at the rear of the apparatus body. CIRCUIT BREAKER PANEL A circuit breaker box shall be provided and mounted as close to the generator as posible with manual reset circuit breakers properly labeled. The generator shall be connected to the circuit breaker panel. GENERATOR A 10 KW hydraulically powered generator system A.M.P.S. model 1061 generator shall be supplied and installed. This system shall be capable of producing 10 KW, single phase, 120/240 volts at 60 hertz regardless of engine RPM. The generator shall be able to remotely turn system's full KW of and on without regard to engine RPM or electrical loads by using multiple 12 VDC switches. 4 Chelsea #266XGFJP-M5RA or #266 XGFJP-M5XD pto and hydraulic pump unit shall be provided d installed. Interconnecting hoses shall be of the size, pressure rating and length recommended by the generator manufacturer. The tray assembly for the generator unit shall be mounted in the pump compartment or other suitable location with the air exhaust properly vented. Generator air intake shall be positioned toward the rear of the apparatus, away from personnel. The reservoir/filter assembly shall be mounted in a weather protected area with at least 10 inches clear area above reservoir to allow removal of high efficiency 3 micron glass filter. System shall use Dextron 11 E or III hydraulic oil. The Quad meter containing the volt, amp, frequency and hour meters, shall be mounted in an enclosed compartment with the circuit breaker box, which is connected to the generator system. The 12 V.D.C. remote control shall have switches mounted convenient to the driver. 110 VOLT RECEPTACLES Two (2) 110 volt receptacles shall be provided with weather proof covers. One receptacle shall be mounted on each side in the rear wheelwell area of the apparatus body. 10 VOLT CAB MOUNTED RECEPTACLES our (4) individual 110 volt receptacles shall be provided. Receptacles shall be installed in the cab. Final locations to be determined at pre -construction conference. 49 ALBERTVILLE, MN AERIAL SPECIFICATIONS HYDRAULIC CORD REEL • An electric rewind hydraulic cord reel shall be fumished and installed in the upper portion of the right front compartment. The reel shall come complete with 100' feet of 5,000 psi twin hydraulic hose, and pigtails with quick disconnect couplings. ELECTRIC CORD REELS Two (2) Hannay Model ECR1616-17-18 electric rewind cord reels shall be supplied and installed in compartments on the apparatus body, location to be determined at pre -construction conference. The cable reels shall be a 12 volt electric rewind type complete with a four way roller assembly and a push button rewind switch, properly labeled. 200 Feet of 12/3 SJO cord shall be installed on each reel complete with a HS-3 ball stop and lighted 4 way outlet boxes. TELESCOPING QUARTZ LIGHTING Two (2) 500 watt quartz lights on telescopic poles shall be provided and mounted, one on each rear comer of the apparatus body, wired to the 110 volt power source. Each light shall be controlled by a single switch located on the light head. , TRIPOD TELESCOPING QUARTZ LIGHTING Two (2) 750 watt "KWIK-RAZE", ALPHA 2000 SERIES quartz lights on removable telescopic tripod poles shall be provided and mounted, one each side in the pumphouse area of the apparatus body, wired to the 110 volt power source. Each light shall be controlled by a single switch located on the light head. PUMP PANEL SWITCH FOR AERIAL 110 VOLT LIGHTS The 110 volt quartz lights at the tip of the aerial device shall be controlled by an individual, lighted rocker switch located at the pump operator's panel and wired through a 110 volt relay. Labeled "AERIAL TIP LIGHTS". ADDITIONAL EQUIPMENT The following equipment shall be provided on the completed apparatus by the apparatus manufacturer. -1,000' feet of 5" hose in 100' lengths Is -200' feet of 2 1/2" hose (crosslay 50' lengths) 50 ALBERTVILLE, MN AERIAL SPECIFICATIONS -200' feet of 1 3/4" hose (crosslay 50' lengths) 600' feet of 1 3/4" hose (crosslay 50' lengths) -100' feet of 1 1/2" hose (trashline 50' lengths) **ALL OF THE ABOVE SPECIFIED HOSE WILL BE COLORED TO MEET FIRE DEPARTMENT REQUIREMENTS** Three (3) Akron 1 1/2" pistol grip nozzles. One (1) Akron 2 112" pistol grip nozzles. Five (5) Streamlight "MAG" type lights installed and wired to the chassis 12 volt system. Exact mounting locations to be determined at the pre -construction conference. One (1) 6 pound flathead axe with fiberglass handle shall be mounted as specified. Chrome plated mounting shall be provided. One (1) 6 pound pickhead axe with fiberglass handle shall be mounted at the tip of the aerial device. Chrome plated mounting shall be provided. Rubber protector for pickhead axe shall be supplied. EQUIPMENT TO BE PROVIDED AND INSTALLED 0" x 24" outrigger bearing pads shall be provided and mounted in slide -out brackets near each of the aerial device stabilizers. An Elkhart Model 40 relief valve shall be provided and installed in the discharge water piping from the pump to the aerial waterway. A 1 1/2" NRS screw valve drain with control at the rear face of the body for the aerial waterway. An electric throttle/neutral/park brake interlock shall be provided. Four (4) Class I life safety harnesses shall be provided. A heavy duty slide -out step at the pump operators panel. Wiring connection provided between the generator system and the aerial device 120 volt electrical system if aerial device is equipped with 110 volt wiring. Outrigger control valves shall be located one on each side of the body in a location to allow the operator to view the outriggers when setting them. A rear bubble level indicator shall be installed on the rear body, suitably located, in easy sight of the erator to indicate the levelness of the device when on outriggers. afety warning labels shall be installed per the recommendations of the aerial device manufacture. The rear waterway shall be extended so the piping protrudes through the rear body panel for the 51 ALBERTVILLE, MN AERIAL SPECIFICATIONS installation of the customer specified adapter. The rear waterway shall be capable of both inlet/outlet operation. . 75, AERIAL LADDER The 75' three -section steel aerial ladder has a maximum height of 75' at the top rung of the fly section at 75 degrees elevation. The horizontal reach from the top rung to the center of the turntable is 79 5". The aerial ladder consists of three sections with the length of each section being: Base Section 28' 10", Mid Section 28' 11 ", and Fly Section 32' including the bolt -on egress, which is painted white. The inside dimensions are: Base Section 34.W', Mid Section 28.25", and Fly Section 23.25". The distances between the tops of the handrails and the centerlines of the rungs are: Base Section 23.875", Mid Section 19.875", and Fly Section 16.375". Each ladder rung shall be covered with a non skid material. The non skid material is easily replaceable should it become worn. The ladder is equipped with four Collins FX-12 spot/flood lights with two at the tip of the Fly Section and two on the Base Section. The ladder meets the 2:1 safety factor requirement for material based on the weight of the ladder pl� a 500 pound live load at the outermost rung of the outermost fly section, and flowing 1,000 GPM of water at 90 degrees to the side of the tip of the fly section at zero elevation. The aerial, turntable, and outriggers are comprised of grades of steel adequate to meet the 2:1 safety factor requirement. The ladder shall be equipped with two folding steps at the upper end of the fly section. A welded -in mounting plate for axe handle bracket and pike pole bracket is located at the tip of the fly section. Aerial ladder paint color is white. ELEVATION SYSTEM The elevation system has two 5" inside diameter cylinders that have 2-1/2" diameter rods, and a 30" stroke. They elevate the aerial from -5 degrees to +75 degrees. Each cylinder has lock valves connected directly to the barrel of the cylinder. The elevation system has a load gauge giving a continuous reading of the dead load and live load of the aerial from a -5 degrees to a +75 degrees elevation. The load gauge will activate an alarm when the aerial has been overloaded by 10% of the rated load. 0 The elevation system also has an automatic slow -down at 70 degrees which brings the aerial to a feather -soft stop at 75 degrees elevation. 52 ALBERTVILLE, MN AERIAL SPECIFICATIONS 6 pressure -reducing valve limits the force of the aerial when lowering and the system pressure limits e force of the aerial when raising. EXTENSION AND RETRACTION SYSTEM The extension and retraction system has four pairs of cables and two 4" inside diameter cylinders with 2" outside diameter rods and a 60" stroke. Mid section cables have a .375" diameter and fly section cables have a .3125" diameter. The extension cylinders have counter -balance valves mounted directly to them. The extension cylinders extend and retract the aerial with a 4:1 cable cylinder arrangement from totally retracted to 75' at 75 degrees totally extended. A limit switch on the base section signals by means of a green indicator light when the aerial rungs are in alignment. NYLATRON WEAR PADS Nylatron wear pads incorporated with molybdenum disulfide and high in molecular weight shall be used between the telescoping sections for maximum weight distribution, strength, and smooth operation. Stainless steel adjustment screws shall be provided on the wear pads to permit proper side tension. 00TATION SYSTEM The rotation system is activated by a hydraulic motor to operate a planetary gearbox that rotates the aerial. A 44" diameter external tooth bearing with the ability to torque all bolts from a position on the top of the turntable will be provided for 360 degree continuous rotation in either direction. The bearing is bolted to the bearing base plate using thirty (30) .625" SAE Grade 8 bolts. The bearing is bolted to the turntable using thirty (30) .625" SAE Grade 8 bolts. A hydraulic release/spring-applied brake provides a positive lock for the rotation. Two pressure reducing valves control the force of the rotation to protect the side load of the aerial. AERIAL TELESCOPING ALUMINUM WATERWAY The aerial telescoping aluminum waterway has three telescoping tubes with a 4.5" outside diameter at the Base Section, 4" outside diameter at the Mid Section, and 3.5" outside diameter at the Fly Section. Oe waterway provides 1,000 gallons of water per minute from the swivel on the turntable to the end of the fly section. 53 ALBERTVILLE, MN AERIAL SPECIFICATIONS A three -function electronic controlled Akron 3578 monitor with nozzle is mounted to a retractable pan capable of being pinned to the end of the fly section or the next lower section by a single pin. Monit controls are located on the retractable pan and on the turntable control console. (No manual hand IV plugs or external reels are needed — wires are directly connected to the monitor) Monitor control functions are "Raise -Lower," "Left -Right," and "Shape -Stream." TURNTABLE AND AERIAL CONTROL CONSOLE The turntable is a 90" diameter aluminum treadplate turntable with a 2-1/2" lip. The turntable walking area is covered with a Morton Tread -Grip material, which meets the NFPA standards. Three 42" high, rubber covered handrails capable of withstanding a 225 pound force applied from any direction are installed on the turntable. The turntable has the aerial control console mounted on the left side with the following items on the panel: One panel light switch One tip light switch One tracking light switch One rung alignment light Three remote nozzle switches One emergency pump switch One system pressure gauge, 0-3,000 psi minimum One aerial Loadminder system display . Three handles for operation of the aerial for raise/lower, extension/retraction, and swing left/right functions One switch to lock all aerial functions One red light to indicate when outrigger beams are not fully extended A single display water flow meter The turntable control console has both a toggle switch and a foot -operated "deadman" switch to energize the hydraulic system for the ladder functions. These switches increase the engine speed to 1,200 R.P.M. when both are in the "ON" position. When either is in the "OFF" position the engine speed returns to the normal idle speed and the hydraulic system is de -energized. The system is capable of performing simultaneous outrigger functions or simultaneous aerial functions. A hinged cover is provided on the turntable control console with one courtesy light located in the cover. Three turntable work lights are provided on the turntable for added operator visibility and safety. A ladder load gauge gives a continuous reading of the load on the ladder. This gauge has a bar 0 graph showing the tip load on the ladder as a percentage of the aerial's rated load at any angle of elevation. 54 ALBERTVILLE, MN AERIAL SPECIFICATIONS The gauge begins to flash at the point where rated load capacity is reached. Additionally, there is a ulsating warning hom that will sound if the ladder is overloaded by 0-10% of its rated capacity. The m emits a constant sound when rated load is exceeded by more than 10%. This gauge eliminates e need for an elevation angle indicator and extension indicator. The turntable and aerial control console paint color is white. TORQUE BOX The torque box connecting the turntable to the outriggers provides the rigidity needed for the aerial to be operated at zero degrees and full extension. The torque box is 43" inside width, 26" inside height, and 205" long depending on customer preference with the back open for ground ladder storage. Torque box paint color is black. OUTRIGGERS Two out -and -down outriggers, located directly behind the rear axle, are connected to the torque box at the rear. Each outrigger has a pad that pivots left -to -right and front -to -rear. A 2" inside diameter cylinder with a 1.125" outside diameter rod extends and retracts the outrigger 48". The extension beams entirely enclose the extension cylinders to prevent damage to the rods *d hoses. Total width from center of pivot pin to center of pivot pin when the outriggers are fully ended is 15 feet, 6 inches. Each outrigger is controlled independently. A 5" inside diameter cylinder with a 3.00" outside diameter rod raises and lowers the jack tube distance of 22.125". A double box design encloses the cylinders completely_ to protect the rods from damage that could result from exterior circumstances. The jack cylinders have pilot operated check valves for both the raised and lowered positions. The jack tube is drilled for mechanical pin locks for a safety backup. Two sets of manual outrigger control valves are located at the rear and to the outside of the chassis, giving the operator full view and control of each outrigger. The outrigger deployment alarm sounds at all times while the outrigger master switch is in the "on" position. It stops sounding only when the outrigger switch is turned off. This warns personnel that outrigger movement is possible at any time the switch is on. A front and rear facing red flashing light is mounted below the horizontal beam of each outrigger, inside of the vertical beam. The aerial master switch activates these lights. A green indicator light is located on the outrigger control panel for each outrigger to indicate when the 0trigger jack is supporting enough load to be in firm contact with the ground. The outrigger system provides the following safety features. 55 ALBERTVILLE, MN AERIAL SPECIFICATIONS An outrigger interlock system prevents raising of the aerial ladder prior to all outriggers being in firm contact with the ground. Green indicator lights at the outrigger control stations indicate circuit completion to show that the unit is ready for aerial operation. 0 Red warning lights at the outrigger and aerial operator's control consoles wam the operator that one or more outriggers has been "short set." In the event the vehicle has been set up with one or more of the outriggers "short set," any rotation of the turntable by ten (10) degrees to the short set side will activate a safety switch that stops the turntable and shuts down all movement of the aerial by a single operator. In order to override this condition two operators are needed, one stationed at the aerial control panel and one at the outrigger control panel. A ladder cradle/outrigger interlock system is provided to prevent the lifting of the aerial from the nested position until the operator places all jacks in the load supporting configuration. A limit switch at the ladder rest prevents operation of the outriggers once the aerial has been elevated from the nested position. The outriggers, with the torque box, provide a 1.5:1 stability safety factor when the aerial is in any operating position. A shielded cable is provided inside extending outrigger beam for outrigger panel light. Outriggers are wired with Outrigger Stowed switches with wire extending to the back of the cab for final OEM. Outriggers paint color is silver. • LADDER TRAVEL SUPPORT A heavy duty ladder rest is provided for support of the ladder in the travel position. On the base section of the ladder, a stainless steel scuffplate is installed where the ladder contacts the ladder support. OUTRIGGER CONTROL PANEL The outrigger control panel has a switch to energize the hydraulic system for the outrigger functions. This switch increases the engine speed to 1,200 R.P.M. when in the "ON" position. In the "OFF" position the engine speed returns to the normal idle speed and the hydraulic system is de -energized. There is a manual override system to override the outrigger -aerial interlock system. There is one switch to start and stop all aerial and outrigger operation. There is one switch for the emergency power unit. Green indicating lights signal when the outriggers are supporting some load. A pulsing beeper activates when the outrigger system is in use. There is one red light to indicate when outriggers are short set. An aerial hour meter, connected to the PTO is installed at the outrigger control station. POWER TAKEOFF • 56 ALBERTVILLE, MN AERIAL SPECIFICATIONS The electrical start -stop (hot shift) PTO is mounted to the transmission. The PTO, connected to the hydraulic pump, supplies power for all aerial and outrigger operations. Electrical safety wiring *quires that the truck must be in neutral and the parking brake set before the PTO will operate. A PTO engaged indicator light is installed in the cab of the apparatus. HYDRAULIC SYSTEM The hydraulic system has a pressure compensated, variable gallonage, hydraulic, piston pump with a twelve -volt pressure reducing system. The hydraulic pump is large enough to provide oil to meet all of the requirements needed for aerial and outrigger operation standards. Connected to the hydraulic pump is a pressure reducing valve set at 500 P.S.I. above the system pressure. This pressure reducing valve is a safety device for hydraulic pump failure. The hydraulic oil is directed through high pressure hydraulic hose and tubing to meet the standards of NFPA Pamphlet #1901. The hydraulic system is designed to direct oil to the outriggers only while the ladder is in the bedded position. The oil can be directed to the aerial operation only when all of the outriggers are supporting sufficient load. This operation is made available through the use of electrical diverter valves with a manual override system for safety backup. re hydraulic oil for the aerial is directed through a 3-port hydraulic swivel with 360 degrees itinuous rotation. Enclosed in the hydraulic swivel is a minimum of 12 electrical collector rings with 360 degrees continuous rotation. There is a 4" waterway through the hydraulic swivel for aerial ladders with telescoping waterways. The hydraulic system will be supplied by a 30-gallon oil tank with a 10 micron fitter on the return line and a 200 mesh filter on the pump inlet side. A 12-volt hydraulic pump is used as a backup for the main hydraulic pump. EMERGENCY SYSTEM The emergency system provides capability for limited ladder functions to stow the ladder and outriggers in case of prime mover failure. The emergency system is a 12-volt electrical system and is driven from the truck batteries. COMMUNICATION SYSTEM A two -station intercom from the turntable control console to the tip of the fly section is provided with We standard base ladder. The station located at the tip of the fly section allows "hands free" eration to transmit or receive communications. 57 .. - dy 1, ALBERTVILLE, MN AERIAL SPECIFICATIONS TESTING The aerial ladder receives Underwriters Laboratories Type One System testing as per the followin� Nondestructive testing is performed on each unit at a rate of 100% inspection by the Underwriters Laboratories inspector, exceeding the requirements of NFPA 1901-96 & 1914. All NDT procedures are fully documented, and meet or exceed the requirements of NFPA 1901-96 & 1914. AERIAL CAPABILITIES The following are established aerial ladder and water capabilities for the operation of this unit in the unsupported configuration with the truck level, the outriggers fully extended and lowered to relieve the chassis weight from the axles. The capabilities are based upon 360 degree continuous rotation and up to full extension. Elevation LADDER OPERATIONS Capabilities -5 degrees to 45 degrees 500 lbs. at the outermost rung of the fly section or 1000 lbs. evenly distributed 45 degrees to 75 degrees 500 lbs. at the outermost rung of the fly section or 1500 lbs. evenly distributed The following capacities are based upon continuous 360 degree rotation and up to full extension. • The aerial ladder and water system are designed to permit the following flows: 1000 GPM 90 degrees to ladder center line 1000 GPM from a line parallel to ladder center line and 135 degrees down OPERATION WHILE FLOWING WATER Elevation Capabilities -5 degrees to 45 degrees 500 lbs. at the outermost rung of the fly section 45 degrees to 75 degrees 500 lbs. at the outermost rung of the fly section or 1000 lbs. evenly distributed Note the above ratings shall be based on average weight of personnel on ladder at 250 lbs. each. ADDITIONAL DEPARTMENT REQUIRED OPTIONS 58 r"� T ALBERTVILLE, MN AERIAL SPECIFICATIONS One extra set of folding fly section steps. orrial sign board on each side of aerial device painted and lettered per department requirements. Hinged shelf at tip of fly section for use when aerial is extended. One 4" quarter -turn valve for water system, air operated and mounted directly below water swivel. Also known as a butterfly valve for inlet / outlet application. One 110 volt wire from tip of fly section to collector ring swivel with 20 amp. receptacle on the tip of the fly section. Two extra 500 Watt floodlights at the tip of the fly section. Base Section Markings To Show Ladder Extension. Radio, hand held, remote control for ladder and nozzle functions, operational up to 300 feet away from truck. OPERATION ON GRADES The aerial is capable of being operated with full rated capabilities in any plane up to 5 degrees out of level with the tumtable leveled as much as -possible by placement of the outriggers. Operation beyond this limit shall be at the operator's discretion. • • 59 ��W711 51Z 903 ; : ► k TO: Mayor and City Council FROM: Tim Guimont, Public Works Supervisor DATE: April 13, 2001 SUBJECT: Publ% Works/Parks Maintenance Report STREETS DEPT. - Three "stop signs" and three "watch for children" signs were placed in the Westwind Development according to S.E.H.'s plan that was approved last fall. The streets are scheduled to be swept the week of April 23d. Weather permitting we will be cracksealing the week after. FIRE HALL Four "Firefighter only" signs were placed in the west parking lot. The • entire parking lot will be swept along with the streets. PARK BUILDING — I have checked on cleaning or sand blasting the block portion of the Park Shelter Building. The best advice I found was to pressure wash it with 3-4,000 p.s.i. • TG:bmm Bridge's compdw t::" DocumentsTubfic Waft RgxmtAMI ReporbWW-PR Report 4-13-01.doe 56 <�) TO: Mayor and City Council FROM: John Middendorf, Wastewater Department DATE: April 13, 2001 SUBJECT: Wastewater Treatment Facility Report The Wastewater Treatment Plant has been receiving high flows. High enough that the pumps at the main lift station can not keep up. The worst day was April 7. We had to use our portable pump and pump the extra water into Pond #2. In the past we could just monitor the water level until the pumps caught up. But on April 7& it was backing up in town. Days when the pumps could not keep up: April 7, March 31, March 17, January 28, January 3, December 19, December 22 December 12, November 23 (Thanksgiving Day). The Water Plant caused most of the earlier dates. The expansion -of the W WTF is continuing. The new ultra violet disinfecting system is in and working. • The monthly report to the State is completed and is available for reviewing at the main office. All samples were good and no violations this month. Continuing to do daily, weekly and monthly duties. JM:bmm 0 � I NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9638 Facsimile: 952.595.9837 nacewinternet.com MEMORANDUM TO: Albertville Mayor and City Council Members FROM: Cindy Sherman DATE: April 11, 2001 RE: Albertville — Shoreland Ordinance Amendment FILE NO: 163.05 — 00.16 The City of Albertville approved the preliminary plat/PUD for the Towne Lakes PUD in 2000. As part of the conditions of approval the City required approval by the DNR. The DNR signed off on the existing plat but indicated that they do not necessarily agree with the City's use of variance and PUD under the shoreland regulations. As a result the City Council directed that the ordinance be amended to allow more flexibility under the shoreland provisions. The ordinance as drafted has been sent to the DNR and they have reviewed it and their comments have been incorporated into the attached ordinance. The DNR has indicated that they are comfortable with the language that is attached. The proposed ordinance allows the City to waive the Shoreland provision of the ordinance and to instead use the standard PUD provisions when all of the criteria listed in the draft ordinance are met. The intent is to allow high quality development that enhance and protect the shoreland areas while allowing flexibility in design that are more in keeping with an urbanizing area. Although the language requires that all of the criteria be met in order to consider a development under the ordinance staff believes it still allows more flexibility then the existing provisions and gives the City more discretion under the Shoreland rules. Recommendation The Planning Commission held a public hearing on April 10, 2001, and they recommend that the City Council adopt the ordinance as attached. • CITY OF ALBERTVILLE WRIGHT COUNTY, MINNESOTA ORDINANCE NO.2001-1 AN ORDINANCE AMENDING THE ALBERTVILLE ZONING ORDINANCE BY ADDING SECTION 4908.75 TO THE SHORELAND OVERLAY DISTRICT THE CITY COUNCIL OF THE CITY OF ALBERTVILLE, MINNESOTA ORDAINS: SECTION 1. PURPOSE. The purpose of this ordinance is to allow high quality developments within the urbanizing areas of the City of Albertville that enhance and protect the shoreland areas while allowing flexibility in design from the standards outlined in the Shoreland regulations. SECTION 2. Section 4908.75 is hereby added to wit: Section 4908.75: The City may waive the Shoreland Provision for Planned Unit Developments (Section 4908.0) in cases where the city approves a request to process an application as a standard PUD/CUP under the City's Zoning Ordinance. This shall mean flexibility in lot width, lot sizes, setbacks, etc. subject to the criteria outlined below. The city may only approve a request pursuant to this section if ALL of the following site and design criteria are met: 1. Minimum Project Areas: Residential —10 acres; Commercial — 2 acres. 2. The total density of the site shall not exceed that which is permitted by the underlying zoning. 3. Individual lot coverage by impervious surfaces shall not exceed 30%. 4. At least 50% of the project area shall be preserved as open space, public or private. Open space shall meet all the requirements of Section 4908.62 and shall not include roads, sidewalks, parking areas or building footprint areas. At least one-half of the preserved open space required by this section must be in Tier 1 of the shoreland area defined in Section 4908.41. 5. Density may be transferred among the Tiers and/or structure and parking setbacks may be reduced to a minimum of 75 feet from the ordinary high water level provided that all of the following mitigating measures are completed: • a. A natural undisturbed vegetative buffer at least 30 feet in width is maintained adjacent to the wetlandtwater's edge or OHW whichever extends further landward. b. A planting plan be designed and implemented that enhances or restores the natural buffer with a combination of grasses, shrubs, and trees appropriate to compliment the natural habitat. c. Permanent markers shall be installed and maintained indicating the buffer edge along the entire shoreland boundary. d. A homeowners association document shall be created and recorded that includes provisions for maintenance of the shoreland markers, prohibits the use of fertilizers containing phosphorus in rear yards, and that provides a mandatory penalty for violations of the homeowners association documents and provisions of this section. SECTION 3. PROCEDURES: All applications for PUD shall follow the procedures and requirements as outlined in Section 2700 and notice of the application shall be sent to the DNR as part of the public hearing process. SECTION 4. EFFECTIVE DATE. This amendment shall be in full force and effect immediately following its passage and publication. Approved by the Albertville City Council this 16th day of April, 2001. ATTEST: Linda Goeb, City Clerk • CITY OF ALBERTVILLE 0 John A. Olson, Mayor • 11 (To the City o y 7416enviCCe At the earliest convenience, ' would like to usi5n MY Position on the 1-416enville �5tanwn5 and &onin5. teatty enjoyed the chaCCen5es and the people' have woiked with and met alon5 the way. 't is with peat u5izet that' must do this 6 ut it is time that downsized activities in my life. • TO: Mayor and City Council FROM: Kevin Mealhouse, Zoning Administrator DATE: April 13, 2001 SUBJECT: Request for Minor Variance Applicant is requesting a four -inch (4') variance to the required ten -foot (10') side yard setback on each side of lot. Minor Variance request is less than the five foot (5') to qualify for a minor variance therefore, staff recommends approval for a nine foot eight inch (9' 8") side yard setback on each side of lot. 0 11 CITY OF ALBERTVILLE ■ ZONING REQUEST APPLICATION 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-0009 (612) 497-3384 fax(612) 497-3210 Case No: Base Fee: Pd. EscrowAmt: Pd.._______ DateFiled: Please read carefully and answer all questions thoroughly. Only complete applications will be accepted after validation by the City Clerk and prior to acceptance of required processing fees/deposits. Street Location of Property: I1 �? � 5&WA t�4kia-� N& Legal Description of Property j (Attach additional sheet if necessary): U4— D t;3 -P-twk— 6 Z a :� t K ` Owner. Name: City. state: �Xmj Telephone (Nome): ?&�,#M Cc O (Buses): 2&3&1412 LIZL2�, (Fax): Applicant (If other than owner): zip: S S Name: Address: City. State: Zip: Tele phone(Home): (Business): (Fax): Type of Request(s): Site and Building Plan Review _ Rezoning Minor Subdivision/Consolidation _ Variance CW�4v-e) Preliminary Plat Conditional Use Permit Final Plat Interim Use Permit Comprehensive Plan or Other Ordinance Amendment � �� Gj ,f �+ , Description of Request(s): L i s L 0, u �- �14-h ) d � �T bqe4s eZ _d fit �iouS-�. 1.S -7 0 ' "'I� v Reason Why Request Should Be Granted: 1 �� ✓ ��is dve �v * �Vtdl,- ow� 4,� Ali4le- imayove, rW- i'/z,- z_�eh-,q av?- Tl4nlgW_7 -f cbw-�- I* Page Two, City of Albertville Planning/Zoning Application Existing Use of the Property / Nature of Facility or U a request for a planning/zoning action on the subject site or any part thereof has been previously sought, please describe it below: What? I AIA f ,, V Ak / l 0k- o,4 Gkk rv✓-c a� When? 4-Ail �- D V V Project Name, if applicable: I hereby apply for the above consideration and declare that the information and materials submitted with this application are in compliance with City Ordinance and Policy Requirements and are complete and accurate to the best of my knowledge. I understand that the application will be processed for the next available meeting agenda after review of the information submitted to determine if any other data is needed and after completion of a staff report. I understand that all City incurred professional fees and expenses associated with the processing of this request are the responsibility of the property owner and/or applicant and should be promptly paid If payment is not received from the applicant, the property owner acknowledges and agrees to be responsible for the unpaid fee balance either by direct payment or a special assessment against the property. (If the property fee owner is not the applicant, the applicant must provide written authorization by the owner to make application.) Sixty (60) Day Waiver: The City hereby noaftes the applicant that development review may not be completed within the required 60 days due to public hearing requirements and agency review, therefore, the City is taking an automatic 60- day a mnsion for development review Development review will be completed within 120 days unless additional review extensions are approved by the applicant. Signature(s) of Owner(s): ` Date: C Date: Signature(s) of Applicant(s): Date: Date: Approved Denied by the Planning Commission on: (date) Approved Denied by the City Council on: (date) t f i t ,AM Wgrp ME 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 600.572.0617 320.229.4301 FAX TO: Linda Goeb City Administrator Albertville, Minnesota FROM: Peter J. Carlson, P.E. City Engineer DATE: April 12, 2001 RE: Wetland Fill Permit Towne Lakes Development Albertville, Minnesota SEH No. A-ALBEV0009.00 14 Attached are the findings and conclusions from the Technical Evaluation Panel (TEP) regarding the wetland fill permit for the above referenced project. TEP meetings were held on March 9, March 26, and April 5, 2001 to discuss the wetland permit application and the project layout. Recommendations for plan revisions were forwarded to the applicant by letter from my office. These letters are dated March 12 and 28, 2001. On April 5, 2001 the TEP met to review the revised grading and wetland mitigation plan, dated March 30, 2001. The applicant has addressed the recommendations to the satisfaction of the `TEP and the TEP voted unanimously to approve the amended wetland permit application with three conditions, as outlined in the attached Findings and Conclusions. The City Council is the Local Government Unit (LGU) responsible for enforcing the Wetland Conservation Act. Please add this item to the April 16, 2001 agenda for the City Council to consider. The requested action is the approval of the Wetland Conservation Act decision. Attachment c: Mike Couri, Couri & Macarthur Law Office Cindy Sherman, Northwest Associated Constulants Linda Fisher, LHD&L Fran Hagen, Westwood Professional Services w*.Wbcv\1XXYA,orr\apI2b01-m.da: Short Elliott Hendrickson Inc. Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, and achieve. • FINDINGS AND CONCLUSIONS The City of Albertville, as the Local Government Unit (LGU), has approved the replacement plan for the Towne Lakes Development as outlined and submitted to the City in the September 1, 2000 permit application and the March 1, March 21, and March 30 2001 addendum's. Technical Evaluation Panel (TEP) meetings were held on March 9, March 26, and April 5, 2001 to discuss changes to the wetland impacts from the project layout. Changes in the amount of wetland impact due to the location and excavation for the construction of the site storm water pond were discussed and implemented. These changes are reflected in the wetland permit addendum's. On April 5, 2001, the TEP members were represented by Collen Allen from Wright Soil and Water Conservation District, Lynda Peterson from the Board of Water and Soil Resources, John Hiebert from the Department of Natural Resources, and Peter Carlson from SEH representing the City of Albertville. On April 5, 2001, the TEP voted unanimously to recommend approval of the amended wetland permit application with the following conditions: 1. Approximately 0.23 acre of upland area, adjacent to and north of the partially avoided wetland in Basin 3, will be graded to drain to the wetland. 2. The storm water pond adjacent to and north of mitigation area M-1, will be revised to outlet directly to Mud Lake. To provide hydrology to mitigation area M-1, a storm sewer pipe will be installed to connect the storm water detention pond and mitigation area M-1. The pipe size shall be approved by the City Engineer. 3. Mitigation area M-1 will be restored with a custom blend seed mixture composed of native sedge meadow species. The custom mix shall contain at least two varieties of sedge species and two flowering forb species. Prior to the work, the mix design shall be submitted to the City Engineer for approval. \\SEHSC3\sccr\a@e00009%0501 a-FINDINGS.doc E City of Albertville, Minnesota 5975 Main Avenue NE Albertville, Minnesota 55301 NOTICE OF WETLAND CONSERVATION ACT DECISION Name of Applicant: Contractors Property Developers Company Application Number. 002 Type of Application (check one): ❑ Exemption Decision ❑ No Loss Decision ® Replacement Plan Decision ❑ Banking Plan Decision Date of Decision: April 16, 2001 You are hereby notified that the decision of the Local Government Unit on the above -referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within fifteen (15) days of the date of the mailing of this Notice. Date of mailing of this Notice: April 17 , 2001 By: Peter J. Carlson, P.E. Title: Albertville City Engineer W.\albcd\0009vvrewp l2aO i _nrotkad« ..ffi► / (e2)�.MEMORAC) 1200 25th Avenue South, P.O. Box 1717, St. Cloud, MN 56302-1717 320.229.4300 800.572.0617 320.229.4301 FAX TO: Linda Goeb City Administrator Albertville, Minnesota FROM: Peter J. Carlson, P.E. City Engineer DATE: April 12, 2001 RE: Wetland Delineation NW Industrial Park Albertville, Minnesota SEH No. A-ALBEV0113.00 14 At the April 2, 2001 Council meeting I presented a potential schedule that would allow construction of the Industrial Park to be completed by October 15, 2001. The schedule identified April 16, 2001 for Council authorization to proceed with wetland delineation on the Industrial . Park land. This work would be required at some point in time in order to develop the land. The cost for completing the delineation is $1500. Please add this item to the April 16, 2001 agenda. The requested action is authorization to proceed with the wetland delineation. w:\a1W" 113rcorr\ap 12a01-m.doc Short Elliott Hendrickson Inc. - Offices located throughout the Upper Midwest Equal Opportunity Employer We help you plan, design, and achieve. a 5d FYI I-94 IRC STUDY PROPOSED SCOPE, HOUR AND FEE ESTIMATE, AND SCHEDULE Prepared for: Mn/DOT District 3 Prepared by: URSBRW Inc. January 31, 2001 0 • TABLE OF CONTENTS SECTION I - WORK TASKS .............................. .......... ..............:...............................................2 1.0 Project Management.........................................................................................................2 1.I Quality Reviews........................................................................ . . ......0.......2 1.2 Progress Reports................................................................................0...................2 2.0 Socio Economic Data Collection and Base map Development...........................0..............2 2.1 Review Existing Reports, Studies and. Data ..................... ........................................ 2 2.2 Inventory existing general land use along the corridor..........................................2 . 2.3 Base map Development...........................................................0.............................3 3.0 Existing Infrastructure and Traffic Information...................................................................3 3.1 Inventory Existing Traffic Data............................................................................3 3.2 Inventory of Existing Bridge Infrastructure................................................... ........3 3.3 Analysis of Roadway (LOS)...................................................................................3 3.4 Analysis of Roadway Safety............................................................0......................4 3.5 Identification of Issues..........................................................:...................................4 4.0 Development and Evaluation of Transportation and Land Use Concepts ...........................4 4.1 Transportation Concepts ............................................................ .................4 4.2 Land Use Concepts..................................................................0.............................5 4.3 Evaluation AIternative Land Use Scenarios on the Existing Transportation System6 4.4 Development of Travel Demand Model to Evaluate Bridge Crossing Impact on I- 94, TH-101/169, and TH-10............................................................... 0.................6 5.0 Refinement of Recommended Land Use and Transportation Concept...............................6 5.1 Refine Conceptual Cost Estimates.........................................................................7 5.2 Corridor Preservation Techniques and Potential Funding Sources ..............0..........7 5.3 Implementation of the Preferred Land Use and Transportation Concept .................7 6.0 Production of Reports........................................................................................................7 6.1 Prepare and Submit Draft I-94 Corridor Land Use and Transportation Plan ............ 8 6.2 Revise and Submit Final I-94 Corridor Land Use and Transportation Plan .............8 7.0 Public/Agency Involvement......................................................................0.........................8 7.1 Establish a Project Team ................. ........................... .............................. 0................ 8 7.2 Establish a Policy Advisory Committee (PAC).....................................................8 7.3 Establish an Advisory Committee ............................... .......... ................9 7.4 Workshops ........................................ a...................................................................... 9 7.5 Public Open Houses........................................................ ........... .........9 7.6 Web Site...................................................................................... ....:.....................9 SECTION II- PROJECT ORGANIZATIONAL CHART, PERSON -HOUR AND :FEE ESTIMATE, AND PROPOSED PROJECT SCHEDULE .........................10 CAWINDOWS\TEMN-94 IRC Scope of Services.doc. i SCOPE OF SERVICES .I-94 IRC STUDY PROJECT UNDERSTANDING The purpose of this project is to develop a generalized land use and transportation plan for the I- 94 Inter -Regional Corridor (IRC), extending approximately 50 miles between the I-94/494 interchange in Maple Grove on the south and the township of Collegeville on the north. The I-94 corridor has been identified as a high priority Interregional Corridor that is expected to continue to perform at target operational levels if development and access along the corridor is managed appropriately. The access management plan will be developed as a joint effort of Mn/DOT District 3, the Metro District, and the ten cities and three counties through which the I-94 Corridor extends. SCOPE OF SERVICES The Consultant will develop a planning approach to accomplish the following project goal: • Develop a generalized land use and Access Management Plan for the I-94 Corridor. This plan will integrate development and land use concepts for the corridor that balances the needs of access, through traffic movement and support of appropriate adjacent land uses. Supporting objectives of the goal include: • Identification of existing and future urban and rural areas within the corridor and the supporting road network and interchange additions and improvements needed to accommodate planned development consistent with Mn/DOT's guidelines: 9 Recommendation of physical improvements to the trunk highway and local supporting roadways that will be needed over a 5, 10 and 20-year time frame: • Identification of local land use policies and growth management strategies recommended for implementation by local units of government, including but not limited to modifications to. local zoning and subdivision regulations. C:\WINDOWS\TEMP\( 94 IRC Scope of Services.doc 1 SECTION I - WORK TASKS 1.0 PROJECT MANAGEMENT URS/BRW will meet with Mn/DOT to refine the project scope of services and schedule, and to define project management procedures. This kick-off meeting will also summarize specific project tasks and the questions/issues to be resolved by this study, including, access spacing, minimum speeds during peak hours, and rationale for the I-94 Corridor being designated as a high priority Interregional Corridor. 1.1 Quality Reviews Quality reviews will be conducted of all documents prior to distribution. 1.2 Progress Reports Monthly progress reports and invoices will be prepared consistent with Mn/DOT guidelines. 2.0 $OCIO ECONOMIC DATA COLLECTION AND BASE MAP DEVELOPMENT The Consultant will collect existing reports; data and information pertinent to the study of land use and transportation development of the I-94 Corridor. 2.1 Review ExistingRepo(ts, Studies and Data Typical information provided by governmental jurisdictions or others, including: • Local land use and transportation plans; • Proposed residential/commercial development; • Land Use Study conducted by Minnesota Planning; • Posted speed limits; • Highway right-of-way maps; • Geometrics as shown in as -built construction plans; • Utility location maps, as -built drawings, and proposed improvements; • Bicycle -pedestrian plans; • New interchange requests 2.2 Inventory existing general land use along the corridor This will include both urban (commercial -industrial or residential) and rural (agricultural, forest, rural residential) land uses, as well as population characteristics. C: I WINDOWSiTEMP11--941RC Scope of Services.doc 2 211101 As part of this task, the Consultant will meet with the appropriate local unit of government to identify and map existing and future (20 year) urban and rural areas along the corridor. 23 Base map Development Develop mapping base suitable for showing corridor constraints, including available environmental constraints and features. Also identified and mapped will be accidents locations, level of service, traffic volumes, and current access types and locations. These maps will also -be used for the display of alternative access strategies (e.g., access closures, frontage roads).. The base maps will use available aerial photos, superimposing' line drawing overlays of the general roadway right-of-way (I 5W). As part of the mapping process, available GIS information from federal, state, and local levels of government will be obtained. Task Deliverables: A technical memorandum documenting.existing land use information and previous sources of information as identified in Task 2.1. Also in the memorandum will be the inventory of existing land use and socio-economic conditions within the corridor. The memorandum will also provide an update with respect to mapping activities. 3.0 EXISTING INFRASTRUCTURE AND TRAFFIC INFORMATION A needs and issues assessment will be conducted for the I-94 Corridor. This entails reviewing existing and historical information related to the operation of the roadway. 3.1 Inventory Existing Traffic Data • Existing traffic information will be inventoried. Additional data collection needs will be identified and the information will be collected. It is proposed that up to twelve locations will be identified for the conduct of daily traffic counts, which will provide traffic information broken into hourly increments. Task Deliverables: A technical memorandum listing the existing traffic information, including traffic counts for primary corridor roadways and segments. 3.2 Inventory of Existing Bridge Infrastructure This task will involve the general inspection and review of bridges located on I-94 to determine their general condition. Task Deliverables: A technical memorandum on the location of existing bridges on I-94, with a general overview on the physical conditions of the bridges. 3.3 Analysis of Roadway (LOS) An analysis of the operation characteristics of I-94 and supporting roadways will be conducted for weekday and weekend conditions to capture the conditions representative of a recreational peak. As part of the analysis to determine LOS, a travel time survey will be conducted during these times using the floating car methodology. C-IWIND04PSITEMPII-9417Scope ojSenviees.doe 3 :/ttOt Task Deliverables: A technical memorandum on the existing level of service for the primary roadways and roadway segments, including the results of a travel -time survey between identified points along I-94. 3.4 Analysis of Roadway Safety An analysis of the safety characteristics of I-94 and supporting roadways will be conducted. Task Deliverables: A technical memorandum on the safety characteristics including recent and historical crash rates for sections of I-94. 3.5 Identification of Issues Issues related to infrastructure, transportation, zoning, and land uses along the corridor will be identified. Task Deliverables: A technical memorandum on identified issues and needs related to transportation. 4.0 DEVELOPMENT AND EVALUATION OF TRANSPORTATION AND LAND USE CONCEPTS As part of the evaluation of future conditions, BRW/URS will use the existing traffic models developed for the St. Cloud region and the Twin Cities Region. For areas not within either emodel, a linear regression technique will be used to develop future traffic volumes. The model output will indicate link volume -capacity relationships and travel time comparisons. Roadway and intersection improvements that may be needed will be identified for the three time frames (5, 10, 20 years). Options for traffic operations, land use impacts, and financial feasibility will be evaluated. 4.1 Transportation Concepts Based on the issues and needs assessment and data collection. A range of alternatives will be developed to address existing and future transportation needs. Transportation elements could include interstate capacity improvements including lane -balance, potential new interchange locations, collector —distributor roadway systems, county or local roadway improvements, and I- 94 frontage roads, Spacing guidelines will be identified. Because of the length of the study corridor, it is proposed that it is sub -divided into three areas for purposes of identifying deficiencies and potential transportation improvement strategies. The three areas could include: • I-494 to Albertville • Albertville to Clearwater • Clearwater to Collegeville CAWINDOWSiTEMP11--44 /RC Scope ojSenices.doc 4 211101 These sub -areas were suggested based on general characteristics including length, land use, and . likely travel sheds. As the study is initiated, these sub -areas may change as additional information on the corridor is collected and evaluated. The Project Team and Policy Committees will be actively involved in this task where land use and transportation concepts will be developed. The concepts will be developed and evaluated based on the variables including: • Impact on Existing Development Patterns and Environmental Review. • Capacity/Safety Levels as Determined by Forecast LOS and Crash Rates. • Right -of -Way needs for each Concept • Financial/Implementation Feasibility (planning level cost estimates will be prepared and a benefit/cost analysis will be performed) Task Deliverables: Technical reports on the preliminary design concepts addressing characteristics including, land use patterns, level of service, safety, conceptual design elements, and an financial analysis of each concept to determine their cost-effectiveness and their benefit/cost ratio. 4.2 Land Use Concepts Based on the results of the initial findings, the Consultant will produce a set of preliminary development concepts. The development concepts may differ by Tyne, intensity, and location of uses. The development concepts will be compared based on a number of factors determined through the study process, including: 4.2.1 Development and Evaluation of Land Use Concepts. This will be based on a number of factors including: • Existing and Forecast Roadway Capacity • Compatibility with current land use plans (i.e., specific development / redevelopment proposals, urban expansion plans over a 20-year period. As part of this task, the Consultant will meet with appropriate local unit of government to identify and map future (5, 10, and 20- year) urban and rural area land uses along the corridor. • Impact on the environment (built and natural). • Site suitability factors and other potential impacts will also be examined. The preliminary development concepts will be illustrated on the base map as well as described in a narrative. They will be presented to the Project Team and Policy Committee for their review. Task Deliverables: A technical memorandum identifying the land use scenarios and their characteristics. C.-I WIN©OWSATEMPV-9d !RC Scope of Services.doc 5 4.3 Evaluation Alternative Land Use Scenarios on the Existing Transportation System As part of the land use evaluation, we will determine the number of trips assigned onto the existing transportation network for various land use scenarios. This will be done to identify the potential impact of the land use scenarios on the transportation system. Task Deliverables: A technical memorandum identifying impact of the land use scenarios on the transportation system. 4.4 Development of Travel Demand Model to Evaluate Bridge Crossing Impact on I-94, TH-101/169, and TH-10 This task includes the modeling of a potential bridge crossing connecting the city of Dayton with the city of Ramsey, located on the east side of the Mississippi River. It is anticipated that this crossing would have an impact on the operation of both the I-94 Corridor and on two other IRC corridors also being studied. These include the TH-101/169_ Corridor and the TH-10 Corridor. The model output will be used to identify the impact of the new crossing on the three corridors, thereby assisting in the development and evaluation of alternative land use and transportation improvements. - Task Deliverables:_A technical memorandum identifying the traffic assignments, volume/capacity ratios and other model derived output. This information will be used to identify the impact on intersecting corridors of I-94 and TH-10, and also for the existing TH-101/169- bridge crossing and connection between I-94 and TH-10. A total of five model scenarios (land use and transportation) are proposed 5.0 REFINEMENT OF RECOMMENDED LAND USE AND TRANSPORTATION CONCEPT LTRS/BRW will meet with the committees to discuss the land use and transportation implications of future development of the I-94 Corridor. Transportation policies regarding access control, capacity needs, interchange improvements and/or potential location will be defined. Design guidelines will be prepared. The corridor master plan will include recommendations for future' development and for transportation improvements to guide the development and preservation of corridor transportation movement and access for the short (5-year), mid (I 0-year), and long term (20-year) time frames. Specific recommendations will be made regarding the following issues: • Identification of general urban, urban expansion, and rural areas within the corridor for the 20 year planning period. • Assignment of access categories appropriate to various land use areas along the corridor • Location of existing and future interchanges C: IWINQOWSI TEUPI!-941RC Scope of Services.doc 6 211101 • Need for and location of supporting roadways including the county road system, local roadway networks and other roadways falling within various governmental jurisdictions. • Location and timing or phasing of recommended major improvements to I-94 and the supporting roadway network (5,10, 20 year timeframe) • Identification of major land use plan, zoning or subdivision regulation modifications needed Task Deliverables: A technical memorandum describing the methodology for refining the recommended transportation and land use concepts. This memorandum will also identify the components of the recommendation with a description of each and how they were determined: 5.1 Refine Conceptual Cost Estimates Refined conceptual cost estimates will be prepared for the transportation concepts. Task Deliverables: A technical memorandum identifying the conceptual cost estimates for the recommended transportation concept. 5.2 Corridor Preservation Techniques and Potential Funding Sources Techniques for preserving corridor right-of-way and potential funding sources will be identified. , Task Deliverables: A technical memorandum identifying the corridor preservation techniques and potential funding sources. 5.3 Implementation of the Preferred Land Use and Transportation Concept This task will identify a phasing plan to follow for the implementation of the Transportation Plan. It will be structured by short -tern, mid-term, and long -tern improvements. Task Deliverables: Technical memorandum of the characteristics of the recommended land use/transportation strategy which will include conceptual roadway designs, generalized land use plan, reports on the preliminary design concepts including maps illustrating potential development and access management strategies. 6.0 PRODUCTION OF REPORTS The I-94 Corridor project will culminate in the production of a final report documenting the study. Two formal reports will be produced. The first will be a draft, which will be submitted for review. The second will be a final report, which will incorporate edits from the review of the draft report. In addition to these formal reports, a series of technical memorandums will be completed for individual work tasks throughout the study term. C7WINDOWSITEMPV-94 INC Scope of Services-doc 7 VU0t 6.1 Prepare and Submit Draft I-94 Corridor Land Use and Transportation Plan. 6.2 Revise and Submit Final I-94 Corridor Land Use and Transportation Plan. Task Deliverables:50 copies of the draft and the final plan as well as 100 computer disk versions of the final plan. 7.0 PUBLIC/AGENCY INVOLVEMENT Included in this study process is a fairly intense public involvement component. There will be a project team, a policy advisory Committee, and an Advisory Con rnittee. In addition, it is proposed that. three "Workshops" with public be held as well as ""Open Houses." A web -site will be developed, and updated approximately three times during the conduct of the study. 7.1 Establish a Project Team The Project Team will be comprised of technical staff from Mn/DOT District 3, the Metro . District of Mn/DOT, the St. Cloud Area Planning Organization, and the Twin Cities Metropolitan Council The Project Team will be responsible for developing goals and objectives for review, defining the criteria to evaluate access spacing and minimum speeds during peak hours, and for identifying safety concerns and issues along the corridor. The Project Team will review and comment on the technical analysis presented at each meeting and give input into the development and evaluation of recommendations. The Project Team will meet 10 times over a twelve-month period. 7.2 Establish a Policy Advisory Committee (PAC) The (PAC) to be comprised of Mn/DOT District 3, the Metro Division of Mn/DOT, and representatives from other governmental agencies, which may include: • Federal Highway Administration • Minnesota Planning, • the Minnesota Department of Natural Resources, • the St. Cloud Area Planning Organization, • the Twin Cities Metropolitan Council, and • representatives from the counties, cities and townships, and the affected business communities and residents located within the Corridor. It is proposed that The role of the PAC is advisory in nature and is to give input on issues and concerns affecting the corridor, including safety, balancing mobility and access, and land use policies affecting development. adjacent to the roadway. The PAC will review and comment on the goals and objectives for the study, help to define and prioritize the needs, and give input into refining the solutions into recommendations. The PAC will meet at key decision points to ensure study continuity. The Policy Advisory Committee will meet 5 times over a twelve-month period. C.IWINDOWSITEMPII-94 IRC Scope ojSenvices.doc 8 7.3 Establish an Advisory Committee The Advisory Committee will be comprised of staff and elected officials from the each of the jurisdictions located within the Corridor. The Committee will be sub -divided according to the three identified sub -areas, will assist in ensuring that the various interests are being represented. The Advisory Committee will meet 10 times over a twelve-month period, therefore, a total of 30 Advisory Committee Meetings will held during the course of the study. 7.4 Workshops One workshop within each sub -area will be conducted during the course of the project. The workshop will be held during the early stages of the project in each of the three sub -areas within the Corridor. Participants in each of the Focus Groups will be from Mn/DOT, local units of government, the Regional Development Commission, property owners, developers, residents, and businesses. Assisting in identifying the participants will be CJ Olson Market Research Inc. to identify between 10 and 12 residential and/or business stakeholders. The purpose of the workshops is to: • identify issues and concerns, • contribute to developing the goals and objectives, • define and prioritize the needs, • give input on existing and future land use, • • identify any changes needed in zoning and land use regulations, • identify potential supporting roadway networks to alleviate congestion on I-94, and • assist in the development of access and mobility guidelines. Task Deliverables: A technical memorandum providing a summary of the activities of the workshops will be prepared. 7.5 Public Open Houses One open house will be held within each of the three sub -areas during the study. The open house will be near the end of the project timeline and will serve as the venue to present the findings and provide an opportunity for public input on the prioritized needs and potential solutions. During the course of the study a total of three open houses will he held (one in each of the three sub- areas) Task Deliverables: A technical memorandum providing a summary of the activities of the open houses will be prepared. 7.6 Web Site The "Moving Minnesota" web site maintained by the Minnesota Department of Transportation will be used to provide information about the study. Items posted on the web site may include, a C: ►WINDOWSITEMMI-94 /RC Scope of Services.doc 9 z�iro� Fact Sheet about the project, and invitations to public meetings/workshops, project updates, and other information. Information will be submitted to Mn/DOT for posting throughout the project. A Fact Sheet will be developed to give a concise summary of pertinent facts and a consistent message about the project. Approximately two updates are included. • Press releases announcing public meetings and information for news stories to the local newspapers and radio/TV media. SECTION II PROJECT ORGANIZATIONAL CHART, PERSON -HOUR AND FEE ESTIMATE, AND PROPOSED PROJECT SCHEDULE Attachment A: Organizational Chart Attachment B: Person -hour and Fee Estimate Attachment C: Schedule _ Method of Payment The fee shall not exceed an amount of $339,793. The Client shall compensate the Consultant for - performing on a lump sum basis for the percentage of work completed. The Consultant shall submit a monthly statement estimating the percentage of work completed. The Consultant shall prepare a brief description of project progress. The Client shall make payments within 30 days of the date of the statement. C:1WINDOWSI TEMPII--94 /RC Scope of Services. doc to uuot [ssss ON xxixsl to:9T ans TO/Wto d -Mol r D •��la! co o 0 j1 m a ` �I i.g ! ! !_• ' ! $' I.�- i awl Elp UP E31 co gal 42 win acF a o:U�I. � ':si{ Cj Imo. ! j°! ;t, �' ti �� j { ! � �! �• "I• m C i j.g L1 i j (� � {'�� o G w lal ! 6. 1 '1 A m olo L�!c! CI$'-� z is 6 lilt!) i 1 e. •- > c� 'Xlu,;a w i u,! I�! �1 �aj •gI c Sj3:l a , �, ,k t a c � • �, U• � H: a 's o 1 1• a w,o ,,,, a ��, •�!��• �. a .m !�'• ! _�!® ''a'��:� m � � �• .I�1 {W o ac.b 9.m ml) t)Lla.� 0,'Y .- NM �t .• N.A:v r<f N A.�•e- N-Cl I I ; YJ i[V CV LtV W{Mleilri: eq•py O�vIV vid �Ih,11I11ff��. aD ltp lfa ltiltiln{❑®a 1 1 1 U 1 • 1 J7fT KNA AS' :9T ma-L-co-adu • • C7 Juran Sit Moody A DIVISION OF MILLER, JOHNSON 8t KUEHN, INCORPORATED April 9, 2001 The Honorable John Olson Members, City Council Ms. Linda Goeb, Administrator City of Albertville 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301-0009 Dear Mayor Olson, Council and Ms. Goeb: We appreciate your support and confidence with the appointment of Juran & Moody as your financial advisor this past January. Since our appointment, I have been assisting the City with the investment of funds from the 2000 sewer revenue bonds, developing a finance plan for the mfiwtructure improvements associated with the industrial park as well as the Savitski and Town Lakes lift stations and illustrating options to fund the purchase of fire equipment. I look forward to helping the city realize these objectives in the coming months as well as guiding the Council through future workshop sessions on municipal and tax increment finance. It is my understanding the company the City previously worked with, Springsted Incorporated, is just now reacting to our appointment and has requested to be reconsidered. They are basing their argument on their firm's previous history with the City and alleged shortcomings of Juran & Moody including bad advice during a previous engagement some 10+ years ago. I would like to take this opportunity to address their presentation: • My relationship with the City of Albertville dates back to the mid 1990's when I provided analytical and disclosure support to certain Springsted personnel on particular City financings. By the late 1990's I was more directly involved with the City's finance projects including the joint water projects, preliminary sanitary sewer discussions, various economic and housing development projects and the financing of the new fire hall. In addition, my associate at Springsted and now at Juran & Moody, Nick Skarich, provided the analytical support related to the City's tax increment finance projects since 1996. Whereas I am directly responsible for our client service and producing the work product including development of the finance plan and development of the analysis, I cannot say this about my competitor. 1100 World Trade Center 30 East Seventh Street St. Paul, MN 55101 Since leaving Springsted I have worked diligently to re new my previous client relationships. Dating back to November 15, 2000, I have been successful in retaining the cty's of Rush City, Stewartville, Victoria, Lake Elmo, Fergus Falls, Charles City Iowa and Blue Earth County (Mankato). In direct competitions with Springsted, we have been hired in Ramsey, Byron, Watertown and St. Augusta. Based on my experience in the industry and perhaps more notably with the City of Albertville, I believe I am as qualified as anyone to continue providing the advice and service you deserve. 0.6,E SiK (651) 224 - 1500 (800) 950 - 4666 Scottsdale, AZ 0 La Jolla, CA 0 Clearwater, FL 0 Minneapolis, MN 0 St. Paul, MN 0 Houston, TIC • City of Albertville, Minnesota April 10, 2001 Page 2 In response to the previous experience the City had with Juran and Moody I do not know the details of what occurred with respect to the alleged poor advice. I was actually working for Springsted during that period. The Juran & Moody consultant to the City at that time no longer works for our company. In fact, Springsted hired that individual in early 1991. As far as Springsted suggesting that small firms do not have the same capabilities as larger firms, I do not believe bigger is always best. The City of Albertville is not assigned a "client number" in our department of 26 public finance professionals. Our finance plans are sound and our staff is attentive to client needs. Our mission is to utilize the combined resources of our investment-banking firm to provide you with the most prudent financial advice possible. Those resources now cover 33 branch offices in eight states representing nearly 800 employees. A personal hallmark of mine has always been to provide exceptional client service. I am confident I will be providing you with service at a level superior than you experienced this past year when I was prohibited from working with you because of the one-year non compete clause in the employment agreement I had with Springsted. I pledge my expertise and commitment to excellence to assist you in reaching the City's objectives as we both move into the 21'` century. Thank you again for your continued support and confidence. Very duly yours, M DY Pa Donna • Vice President PRD/eh 0 TMENT TA Tgp,NgY OR`PP'TION DEY� MIoESO IC CpNTROL. SIGN TRAFF NT Np. 81591R AGgEF� $EVEN S go.RTP,T MIION T OF TR.� . �ESpTA � DEP�TM� ` TlIE STATE OF ANC . OF �BEgTVII,LE THE CIT`� TO s orl C°unty th Street iri P,lber vllle► of Signal 11 Entrance new Tra f f o 19 at outlet ria I � to A d H gh`aMi�es°ta . Wright COun Y C.S. 8608 d by Traf fic Engin Bering Prepare T gECEIVAgT,E ESTI�'TO le 2ED � 000 •00 o f Albertvll 2 it P�o�T ENC�Eg, None se Cove• ptherw • 0 0 PARTIES THIS AGREEMENT is entered into by the Minnesota Department of Transportation, (State) and the City of Albertville, (City). REC1-'S Minnesota Statutes Section 161.20 authorizes the Commissioner of Transportation to enter into agreements with any - governmental authority for the purposes of constructing, maintaining -and improving the Trunk Highway system. The parties desire to install a new traffic control signal including street lights, (Traffic Control Signal) at the location(s) set out in this Agreement. It is in the public's best interest for the State to (State -furnished Materials) provi de a new cabinet and controller, for said new Traffic Control Signal. The City and State will participate in the cost, maintenance and operation of the new Traffic Control Signal. 81591R -1- C NTRP' T ,plan e are the necessary 1• The City 1 prepare r P im ineering 1• The City will prel inarY Eng inspection' ns and proposal ( onstructi°n sPecif icati� Pr -form all.necessary.c contract t Will also Per nd Inspecti°nl. resources or by c Aid n ineering a with its ° C°untY State (E g The City is Control Signal on t to the Plan and 2. tall the new Traff Entrance Pursuan e City. `gill ins 19 at Cutlet Mall and e pense °f th e installed Highway N°• s, all at the cost ish materials tO b cost for specification State will Earn h 2• Estimated 3, Therovided in paragraP City share is work P is $22,000.00- the City `'with -furnished Materials and receiPt °f State- tate percent' n of this agreement dvance Payment t 100 exec'"ti° City ake an a 4. Upon the ty will m as specified in ,s written request, the estimated costs e Stat its share ° costs fox the State of rmines the actual ce paragraph 3 ' e state dete of the funds advan. the 5• After ials, if the �°ant cess will be Prompt furnisheMater city share, the ex the amount of fun state- the C If _the City exceeds with°ut interest• turned to the City r 81591R -2- advanced by the City is less than the actual costs, the City will promptly pay the balance to the State. 6. The City will be responsible for the cost and application to secure an adequate power supply to the service pad or pole. Upon completion of this project, the.City will thereafter pay all monthly electrical service expenses necessary to operate the Traffic Control Signal. 7. Upon completion of this project, the City will, at its cost.and expense, perform all traffic control signal and street light maintenance and will be responsible for the timing of the new traffic control signal. i8. Each party will be solely responsible for its own • acts and omissions, and the results thereof, to the extent authorized by law. The State's liability is governed by the Minnesota Tort Claims Act, Minnesota Statutes Section 3.736. Each party will be solely responsible for its own employees for any Workers Compensation Claims. 9. Any amendment to this Agreement must be in writing and will not be effective until it has been executed and approved by the same parties who executed and approved the original Agreement, or their successors in office. 81591R -3- 10. If the State fails to enforce any provisions of this Agreement, that failure does not waive the provision or its right to enforce it. 11. This Agreement contains all negotiations and agreements between the parties. No other understanding regarding this Agreement, whether written or oral, may be used to bind either party. 12. Minnesota law governs this Agreement. Venue for all legal proceedings arising out of this contract, or its breach, must be in the appropriate state or federal court with competent jurisdiction in Ramsey County, Minnesota. } . 13. This Agreement is effective on the date the State • .obtains all required signatures under Minnesota Statutes 16C.05, Subdivision 2, and will remain in effect until terminated by written agreement of the parties. 81591R -4- 0 a CITY OF ALBERTVILLE APPROVED AS TO FORM: • City Attorney DEPARTMENT OF TRANSPORTATION RECOMMENDED FOR APPROVAL: District Engineer Operations Division COMMISSIONER OF ADMINISTRATION As delegated to Materials Management Division By: Date: By: Mayor Date: (City Seal) By: City Clerk/Treasurer Date: DEPARTMENT OF TRANSPORTASION By: Assistant Commissioner Date: ATTORNEY GENERAL As to form and execution By: Date: 81591R -5- RESOLUTION BE IT RESOLVED that the City of Albertville enter into an agreement with the State of Minnesota, Department of Transportation for the following purposes, to wit: To install a new traffic control signal with street lights on County State Aid Highway No. 19 at Outlet Mall Entrance in accordance with the terms and conditions set forth and contained in Agreement No. 81591R, a copy of which was before the Council. BE IT FURTHER RESOLVED that the proper City officers be and hereby are authorized to execute such agreement and any amendments, and thereby assume for and on behalf of the -City all of the contractual obligations contained therein. 0 CERTIFICATION State of Minnesota County of Wright City of Albertville I hereby certify that the foregoing Resolution is a true and correct copy of a resolution presented to and adopted by the Council of the City of Albertville at a duly authorized meeting thereof held on the day of 2001, as shown by the minutes of said meeting in my possession. City Clerk/Treasurer 0 (Seal) • • Albertville Clean-up Day The City of Albertville will be teaming up with the City of St. Michael for an annual Spring Clean-up day. Clean-up day will be held on Saturday, June 9 from 7:00 am to 1:00 pm at the City of St. Michael City Hall, 3510 Lander Avenue NE. The items to be accepted and costs are listed at the right. Outlets at Albertville Introducing Phase II... Banana Republic Old Navy Westpoint Stevens Bath & Body Works Perry Ellis Izod Pacific Sunwear Motherworks Maternity Bombay Company And more........ Opening Early Summer 2001 For more information, call: (763) 497-1911 Materials Accepted and Costs Materials Waste Oil Filters Tires/Wheels Bagged Leaves Misc. Junk* Cost Free Based on size Free $20/level pickup box $40/level with pickup cab *couches and other furniture are extra Albertville Friendly City Days Friday, June 7`h thru Sunday, June 160 The parade will be held on Sunday, June loth at 1:30 pm. For more information, please call: LeRoy Berning, Chairman Phone. (763) 497-3019 Newdmer 1 River Rider Bus Service • Beginning April 1, 2001 on Mondays and Wednesdays, from 10:30 am to 1:45 pm, the Cities of Albertville and St. Michael will have door to door River Rider Bus service. The bus will also be going to Buffalo the second Tuesday of every month from 8:30 am to 11:00 am This service is available to EVERYONE for any transportation needs such as: ➢ Grocery Shopping ➢ Medical Appointments ➢ Dining ➢ visiting To schedule a ride (at least 24 hours ahead) please call: (763) 241-2970 or 1-800-821-9791 .----------------------------------------------------------------------------------------------- 2001 RECYCLING SCHEDULE Month Date Month Date April 5 & 19 September 6 & 20 May 3,17, & 31 October 4 & 18 • June 14 & 28 November 1, 15, & 29 July 12 & 26 December 13 & 27 August 9 & 26 ; RECYCLING MATERIALS AND PREPARATION ; The following is a list of items to recycle and how they should be prepared. Please have your recycling bin out on the curb by 7:00 am. • Place newspaper in a paper bag. • Place cans in a paper bag. • Place glass bottles and jars in a paper bag. (Please separate glass colors) • Place plastic bottles (with a neck; rinsed out and caps removed), in a paper bag. • Bundle cardboard with twine or place in a paper bag. Bundles must not exceed 3'x 3'. CORRUGATED CARDBOARD ONLY. (No pop, cereal, or pizza boxes) ; ; vi '------------------------------------------------------------------------------------------------ Nemdw& 2 BUILDING PERMITS A completed building permit application is required for any construction or improvement to a building. The City requires the permit to be pulled and approved by the building inspector before any work is done. The building inspector requires two (2) copies of the plans to be submitted with the permit. For decks, porches, sheds, new homes, or additions, two (2) site surveys are also required. Permits are required for the following: • Decks • Porches • Finishing basements or remodeling • Sheds (over 120 square feet) • Air conditioners • Heating/Furnace replacement • Fireplace • Re-refooing/Re-siding • Window replacement or addition • Swimming Pools • Sprinkler Systems • Signage • Fences Building Permits and specifications can be obtained at the City Hall. • Just a Reminder... Joint Powers Water Board has odd/even water restrictions that are year round. In the City of Albertville, you can water your lawn on odd days only. There is a violation fine that will be levied for each occurrence of unauthorized sprinkling. If you have any questions, please call: (763) 497-3611. 1 • Coming Soon to Albertville... Albertville Plaza Burger King Caseys General Store Culvers Mobil Gas Station Ncws mEr 3 City of Albertville 5975 Main Avenue NE Albertville, MN 55301 Phone: (763) 497-3384 Fax (763)497-3210 Office Hours Monday — Friday 8:00am — 4:30 pm Mayor John Olson City Staff Linda Goeb, Administrator/City Clerk Bridget Miller, Deputy Clerk Mariann Johnson, Secretary Kevin Mealhouse, Inspector Tim Guimont, Maintenance Supervisor John Middendorf, Waste Water Ken Lindsey, Maintenance Mike Jenkins, Maintenance City Council LeRoy Berning Keith Franklin John Vetsch Scott Wallace Planning Commission James Brown Carolyn Bauer Edward Budde Ray Meyer Ron Klecker City of Albertville 5975 Main Avenue NE P.O. Box 9 Albertville, MN 55301 • CITY MEETINGS MEETING DAYS TIME City Council 1 &3 Monday 7:00 pm Planting 2nd Tuesday 7:00 pm Commission ■ All items to be placed on the City Council Agenda must be in by 12:30 pm on the Wednesday proceeding the Council Meeting. All items to be placed on the Planning Commission Meeting must be in by 12:30 pm on the Thursday proceeding the Planning Commission Meeting. If you have Internet access, check out our web site at www.ci.albertville.mn.us for the following information: • Calendar • City Council • Community • Documents • Geographic • MN Department of Trade • Planning & Zoning PRESORTED FMST CLASS MAIL U.S. POSTAGE PAID PERMTr x 2 ALBERWR LE, MN Newleua 4