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Home My WebLink AboutCC June 21, 1994 "9\ , ': (.t CITY of ANDOVER \ / Regular city Council Meeting - June 21, 1994 Call to Order - 7:00 p.m. Resident Forum Agenda Approval Consent Agenda Approval of Minutes , ) Discussion Items 1. Public Hearing/94-3/140th Lane, Cont. 2. Public Hearing/94-6/Hartfiel's Estates 3. Crown pointe & Crown pointe East Rezoning Discussion Reports of Staff, Committees, Commissions 4. Approve Transfer of License/Best Auto Parts 5. License Renewals/Salvage Yards 6. Approve Bids/Tandem Dump Truck 7. 1995 MSA street Program 8. Septic System Discussion 9. Roofing Study Report 10. utility Billing proposal 11. Salary Adjustment/Planner 12. 1995 Budget Schedule 13. Domestic Abuse Prosecution Plan \. ) Non-Discussion/Consent Items 14. Assistant Weed Inspector 15. Adopt Resolution/"No parking" on Bunker Lake Blvd/Senior PGA Golf Tournament 16. Amend Ordinance 95/Boulevard Encroachment 17. Transfer Funds/Water Trunk to 1985B Bond Debt Service 18. Transfer Funds/Assessment Administration, Drainage & Mapping, Water & Sewer Trunk Funds 19. Receive May Financial statements 20. Reduce Escrow/87-22/Hills of Bunker Lake 2nd 21. Approve plans & Specs/Sea1coating/94-15 22. Accept Petition/Quickstrom Addition/94-17 23. Approve Plans & Specs/Kelsey-Round Lake park 24. Receive petition/94-8/Foxberry Farms 25. Accept Feasibility Report/Foxberry Farms/94-8 26. Order Ad for Bids/Refurbishing Engine 6 27. Salvage Yard Purchase Update 28. Approve Revised Grading, Drainage, Erosion Plan/Timber Meadows 2nd Addition 29. Approve plans & Specs/Pine Hills/93-18 30. Accept Feasibility Report/Jonathan woods/94-10 31. Approve Change Order i2/Emerald Glen/93-11 32. Approve Change Order i2/Commercia1 B1vd./92-27 Mayor-Council Input Aa~roval of Claims A Journment CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21. 1994 AGENDA r-.o. SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA Approval of Minutes ITEM t-O. Admin. Approval of Minutes v. Volk \~.~, BY;.. . ~ , 'Vi -Jl The City Council is requested to approve the following minutes: June 7, 1994 Regular Meeting MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 ITEM t-O. ORIGINATING DEPARTMENT Todd J. Haas, Engineerin~ APPROVED FOR AGENDA AGENDA SECTION t-O. Discussion Item Public Hearing/94-3/140th Lane, Cont. ~ /. The City Council is requested to continue the public hearing for 140th Lane NW, Project 94-3, from the June 7, 1994 City Council meeting. If the project is to proceed, the City Council will need to approve the following resolutions. 1. A resolution ordering the improvement of streets and storm drains, Project 94-3, in the 140th Lane NW area from the Hills of Bunker Lake 5th Addition to prairie Road NW area. 2. A resolution accepting the alternate bids and awarding contract for the improvement of Project 91-12 for sanitary sewer, watermain, street and storm drain construction in the area of Hills of Bunker Lake 5th Addition. MOTION BY: SECOND BY: TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ORDERING THE IMPROVEMENT OF STREET AND STORM DRAIN , PROJECT NO. 94-3 IN THE 140TH LANE NW FROM THE PROPOSED HILLS OF BUNKER LAKE 5TH ADDITION TO PRAIRIE ROAD NW AREA AND DIRECTING PREPARATION OF FINAL PLANS AND SPECIFICATIONS. WHEREAS, Resolution No. 087-94 of the City Council adopted on the 17th day of May , 19~, fixed a date for a public hearTngT and WHEREAS, pursuant to the such hearing was held on the 19~; and required published and mailed notice, 7th day of June WHEREAS, all persons desiring to be heard were given such opportunity for same; and \ I J NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby order improvement Project No. 94-3 BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby designate TKDA as the Engineer for this improvement. The plans and specifications for such improvements have been approved by the City Council. the City Council at a regular meeting this and adopted by 21st day of MOTION seconded by Councilmember June , 19 94 ,with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA \ ) RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING THE ALTERNATE BIDS AND AWARDING CONTRACT FOR THE IMPROVEMENT OF PROJECT NO. 93-12 FOR SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN CONSTRUCTION IN THE AREA OF HILLS OF BUNKER LAKE 5TH ADDITION WHEREAS, pursuant to advertisement for bids as set out in Council Resolution No. 068-94, dated April 19, 1994 , bids were received, opened and tabulated according to law with alternate bid results as follows: 1. 2. 3. C.W. Houle, Inc. Richard Knutson, Inc. Northdale Construction $139,231.03 $146,997.60 $161,000.78 " NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby accept the bids as shown to indicate C.W. Houle, Inc. as being the apparent low bidder. BE IT FURTHER RESOLVED TO HEREBY direct the Mayor and City Clerk to enter into a contract with C.W. Houle, Inc. in the amount of $139,231.03 for construction of the improvements; and direct the City Clerk to return to all bidders the deposits made with their bids, except that the deposit of the successful bidder and the next lowest bidder shall be retained until the contract has been executed and bond requirements met. l MOTION seconded by Councilmember and adopted by the meeting this 21st day of City Council at a regular June , 19-2i, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER J. E. McKelvey - Mayor ATTEST: \ ) Victoria Volk - City Clerk JUN-17-1994 11:00 TKM 612 292 0083 P.02/03 ,TKDA TOLlZ. lIING.lllJVALL. ANDERSON AND ASSOCIATES. INCORPORATED IStO I'lI'EII JMrnAY I'\.PA ~ CfOAFlaTllEET &AIMT PNJL. M1"~A "101"z140 PllOlE"'~ FAX:t1~_ /ENGINEERS. ARCHITECTS. PLANNERS June 17, 1994 Honorable Mayor and City Council Andover, Minnesota Re: 140th Lane NW Sanitary Sewer and Watermain Extension City Project 94-3 Andover,~esola Commission No. 10671 Dear MayoI and COUIlcil; In accordance with Council direction, a cost analysis to extend tmnk sanitary sewer and trunk wateonain to Prairie Road and l40th Lane NW is as follows: Trunk Sanitary Sewer , \ I Constroction COllt x 1.3 Potential Deferred Assessments, 14 E8<'h x $2,314. $94.940.00 32396.00 Carried for Future Area and Connection Charges (This would require 37 acres of future development). -$62,544.00 Trunk Wntermain Construction Costx 1.3 Potential Deferred Assessments, 14 Each @ $3,201. $34,298.00 ~,g14.oo Excess to Tl1Ulk, Setvice and Storage Pund +$10,:n6.00 * Based upon 1994 Connection F~s Sillcerely yours, JLD:j Anac1unent , ) ,. JUN-17-1994 11:00 TKffi 612 292 0083 P.03/03 POTENTIAL 14 SERVICES 140th Lane NW City Project 94-3 Andover, Minnesota Commission No.1 0671 Assume 80' Standard Lot Width/Unit, 150' Average Lot Depth Area/Lot == 12.000 SF = 0.28 Acres Sanitary Sewer Assessment Lateral Area Connection 80 LF x $22.00 0.28 Acres x $995.00 1 Each x $275.00 $1,760.00 279.00 275.00 $2,314.00 1994 Sanitary Sewer Service Water Service Assessment Lateral Area Connection 80 LF x $22.00 0.28 Acres x $1,058.00 1 Each x $1,145.00 $1,760.00 296.00 1.14;5.90 $3.201.00 1994 Water ServIce 1994 Assessment for Water and Sanitary Sewer $5,515.00 '\ TOTAL P.03 JUN-16-1994 16:26 TKD=! 612 292 0083 P.02/07 ,TKDA ENGINEERS. ARCHITECTS. PLANNERS ToL"T7. K'''Q. DUVALL. ANDIiRSON AND MlSOCIATJ;S. INOORPORATED 1 !OIl "'PEA JAl'FRAY PI..AZA u.&CKtAR 8TRIiIT sAUrT PAUL, MINNESOTA6lI'lI1-tl<40 PHCNE.'81tJ2t2-4400 FAX:Ol1Mll1'_ MEMORANDUM To: Todd Haas Reference: l40th l.am Fmlt nf Copies To: Bunker T .alcp. 5th Addition (94.3) Andover. Minnesota From: John DavidsOJl Date: June 16. 1994 Commission No. 10671 . A meeting Wall held with residents of 140thLlUlc at 6;00 PM, Wcdncllday,June 1.5,1994. A breakdown of costs including the $9.542 credit offered by Mr. Tony Emrnerick: was presented (attached). The balance of assessment per unit for the 5even separate parcels is $6,031 per unit for concrete curb and gutter, and bitwninoU$ $~t surfacing to City Standards, complete with 8tonn sewer. The residents were provided model assessment rolls showing 5-year and lO-year periods of assessment at 7% interest rate. They were advised that the actual interest rate would depend on rates paid by the City for bonding. The rate acmally charged at 1 % over the rare paid by the City would be known in September to be certified to the County Auditor before October 10, 1994 and fim payment made with the 1993 taXes (model rolls attached). The residents will be making request for CQnditions of the improvement as follows: 1. Deferred sewer and water connection carry QO interest until connection is made. 2. A unit frontage of 80 feet be used per connection for future sewer and water services. 3. AU cost of CU1'b and gutter lUld stn'Jet surfacirtg including storm sewer be divided equally over seven units. That parcel (2). Mr. Steele's lot, not be assessed for curb and bituminous since he has concrete curb and bituminous surfacing but would be assessed only Storm sewer. Parcel (5) across from Mr. Steele has bituminous surface over a part of his lot but no curb and would be given credit for the bituminous surface. 4. They expressed a concern about incroMc:d taxC3 due to the improvements and impact of more traffic. I indicated that Anon County assessors could answer tax questions. .' JUN-16-1994 16:27 TKrn 612 292 0083 P.03/07 Memorandum June 16, 1994 Page Two , / A meeting had been held on Monday, lune 13, 1994, at 1:00 PM with Mr. Douglas Stedc, owner of Parcel (3). He indicated he was willini to negotiate a ponding easement around the pond located on his parcel. This pond is now and will continue to receive the surface water drainage from l40th Lane all the way to Prairie Road. The pond will be provided outlet control through future platting to the north and west. lLD:j , i / \ j JUN-16-1994 16:27 TKffi 612 292 0083 P.04/07 Current lateral and trunk charges for sanitary sewer and watermain are as follows: " ,J Lateral Sanitary Sewer Charge Lateral Watermain Charge Trunk Sanitary Sewer Connection Charge Trunk Watermain Connection Charge Trunk Sanitary Sewer Area Charge Trunk Watermain Area Charge $22.00IFront Foot $22.00/Front Foot $275.00IUnit $1,145.00IUnit $995.00/Acre $1,058.00/Acre Note: Lateral and trunk charges are subject to increase in the future. Rate Ca.lculation - Storm Sewer and Streot Feasibility Based on , Report Low Bid / Storm Sewer Rate $1,170.00 $994.00 Streets and Restoration 7,670.50 $6,400.00 Estimated Cost per Lot Total Assessment $8,840.00 $7,394.00 Developer's Participation: $9,542/7 Parcels = Balance to Assess lj 363.00 $6.031.00 ~1. 10671 , J JUN-16-1994 16:27 TKffi 612 292 0083 P.05/07 I j '.-~-;"" The Contractor may use any method or combination of mettlods for dewatering he chooses; however. all dewatering methods and equipment which, In ttle opinion of the Engineer, are ineffective shall be abandoned. Improved, replaced or otherwise altered to obtain effective dewatering. The Contrac1or shall provide all power, pumps, materials and apparatus necessary, and shall be responsible for disposing of the water pumped from the excavation in a manner which will )ot intertere with other work within the area and not to damage publiC or private property. The Contractor Will be neld responSible for the conditIon of any pipe, conduit, ditch, channal or natural waterwufSe utilized for drainage purposes, and all erosion, sediment or oth9r ad",9rse results of their use shall be repaired. BuildingS located in the area where dewatering may be required could have shallow wells. If. during the dewateling operations, the residential wells are dried up. the Contrac1or will be required to provide those buildings an approved temporary water supply as required durfng the operation of the prolect. The cost to provide the water supply shall be considered incidental. . / JUN-16-1994 16:27 TKDA 612 292 0083 ~ .... '\ M / I ... '" - lli... ~5 '" Ill... ~~ 0 f)!;J ~ III 0 0 0 0 0 0 Ol t> ~ '" I'l Q Pl iii ~ ~ H H 1-0 ~ on ... 0 '" en .. tl CYtOtt')tll 0. I"C'II a li!l , Q\ , . . H f"1'q'l'u>g ) 1"-"'1"- S ... ... ... ... Q ~ ~ H ~"\OQ OIIf"'o"'O\ III ttIo . . . H .....~o COCOI"- ........ Q rl .. '01 0 .... r-.CPto...o ~ (Jil""N~ ..: ~... . ... i r-fOOO 0\ 0 '01........ ... 0 NN'" .. . .. .-l .. IJ: E<t 1'1 0 I 0 '" '" fi \l)'"",\pO ~ ~....r--dt. V C7t .. .. . "'C"4a;1Q e; .......... Pl 0'010 ..."'... = ~ E--tooo ... ... ... ~ HOO .. ~ !::loo... .... . .... ......0 ~ ... ~ l'l'" ~ <Jl 0 uirJr""o ~ '" 0'11"'" "".un <Jl 0 ~ 0'1 It. . iii ... r-ICDf"40 g .-l III ..."'.... <Jl '01.... E<t N .... .. i <Jl ~ ~ .". ~~ ~ lZl s~~ a ~ :;JfHi \ ~ lZlO ",Hfi ) == li1::lIolEll H ~~~~ PI P.06/07 JUN-16-1994 16:28 TKrn 612 292 0083 a 0 "PNWQ .... 'Ole......"", ;;; o . . . NN\DtO , .,"'''' / .. .. .. <J\ Pi .... ~ ~E MO'ICO~ OI7l\D\O 0'" Nmw~ .. '90'" Ill'" .....'" ... S~ .. , c:l NNWU'. Vii! 00\("\0 o . I . ~ NO....W ~~~ PI ..,. ,-u.~or-- Q aO'ID\Q ., o . . . NIll<<-1~ 0 III 0 III 0 ""... '" Q '" .. ~ .. 01"4"'1- III Ot'll"",\Q ~ .. C'4C"of~W c.l ~ ..~'" ... ~..... '" H H ~ '" '" 0 ... '" '" ... ::l ~\Of"4t'o O'Iorh,,)'Q ~ tJil, . . . H rI~\OCO .....'" a on ...... El j !'l ..,. l!l .... ctJr')~"" m~(Jt.\D <II CJ\ .. . . .... ....""'.....ctr ..,....'" - "''''11) 0 0 . 0 .. 1"IInNI'" e 13\f"'"d\\O I '" .. . . .... 1""t000WW '" 0 "'Ill III '" ~ ""l" ... Q ... ~ ~ '" I 0 '" .. ~ .......,~t- ., 0I0~l,Q f;l l,l 011 ..... ~ rlr'-rl4lt ~ ... "''''''' a: 000 .."'.. ~ ~ ~ w-te & ell .... HOC' 0< 'i!i~~:;l ~ . <> -f ......0 ~ ..,. fo4 ..,'" III .. <> iii") 0,...,.... .. ..... ... ~Ulri\Q III 0 ~ 0 ~ , ,. t! ~ .., .....IDNI'O .. III Ul "l....., 0 Ul ..~.. lZ: ... '" H '" ~i'!i ~ .. 3~~ ~; .. ~ l"i...... ":l':O ~u~ ... "'H'" 11l H ~U~ '" / P.07/07 TOTAL P.07 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 ITEM 1'0. Todd J. Haas, Engineeri~ APPROVED FOR AGENDA AGENDA SECTION Na Discussion Item ORIGINATING DEPARTMENT Public Hearing/94-6/Hartfiel's Estates ~ 1..:1 The City Council is requested to hold a public hearing for Hartfiel's Estates and adjacent properties, Project 94-6. Attached are the following: * Resolution declaring adequacy * Letter to property owners * Public hearing notice * List of property owners * Copy of the original petition * Map of area Total number of lots within Hartfiel's Estates - 56 Number in favor - 28 Number against - 17 Unavailable - 11 Note: The feasibility report was in your June 7, 1994 packet. Please bring it to the meeting. Comments: PIN 26 32 24 24 0001 - This parcel is located on the east side of Bluebird Street NW. It is proposed that the developer of the proposed Fox Woods is to be assessed 13 lots. PIN 26 32 24" 23 0056 - This lot has already paid for sanitary sewer and watermain (area, connection and laterals). CONTINUED MOTION BY: SECOND BY: TO: PIN 26 32 24 23 0003 - This lot is owned by the City of Andover. PIN 26 32 24 23 0058 - The approximate west 50 feet has been split off from Block 4, Lots 5 & 6 and combined with the property to the west. Therefore making Lots 5 & 6 non-conforming lots which appear to have been combined as one lot for tax purposes. In addition, a home exists on Lot 6 and has driveway access to Andover Boulevard. , / CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA 1 / RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ORDERING THE IMPROVEMENT OF SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN , PROJECT NO. 94-6 IN THE HARTFIEL'S ESTATES AREA AND DIRECTING PREPARATION OF FINAL PLANS AND SPECIFICATIONS. WHEREAS, Resolution No. 112-94 of the City Council adopted on the 7th day of June , 19~, fixed a date for a public hearIng; and WHEREAS, pursuant to the such hearing was held on the 19~; and WHEREAS, all persons desiring to be heard were given such opportunity for same; and required published and mailed notice, 21st day of June NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby order improvement project No. 94-6 BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby designate TKDA as the Engineer for this improvement and they are directed to prepare plans and specifications for such improvements. J the City Council at a regular meeting this 21st and adopted by day of MOTION seconded by Councilmember June , 19 94 , with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor , Victoria Volk - City Clerk ) / (Jj,}'~',""''''''''''-''' >~. -"-'-" {',fl., , , .. "1 .\ 61 . ~'_~ .... .';,l~ ~~... '.'r , ~~;-~-:,:,:._;---:;:..:~-;. CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100 .' June 7, 1994 Re: proposed Improvements: sanitary Sewer, watermain, Streets and Storm Drain Construction; Hartfiel's Estates and Adjacent Properties (Project 94-6) Dear Residents: A feasibility report has been prepared to determine the estimated cost to pave the streets in the above mentioned area. Discussion: We are proposing to construct the street with 2.5" bituminous paving 32 feet wide with concrete curb and gutter on 4 inches of base course (Class V) in addition to the proposed sanitary sewer, watermain and storm drains. Estimated Cost: The estimated cost to construct the proposed improvements is $826,649.66 which includes engineering, legal, administration, etc. The estimated assessable costs for streets and storm sewer are approximately $44,790.46 for your parcel. This cost will be assessed over a 10 year period at about 6% interest or the assessment may be paid in full with no interest within 30 days of the assessment hearing. Assessment Period/Cost: Assuming there will be 13 assessable lots based on the preliminary plat submitted to the City for review, the annual assessment payment over 10 years at 6% is $38.25 per month per lot or approximately $460 per year per lot. If you have any questions, feel free to contact me at 755-5100. Sincerely, -;/dtll~ / 'Todd J. Haas Assistant City Engineer TJH:rja cc: John Davidson, TKDA/Acting City Engineer '1 J \ j ~/'ff"""'~">' f ~' ~/ "\. f; J ~ \.L ;/ "\ ,/ '-:~~,,:."--,;~-~. .",-'~"" CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.w. . ANDOVER, MINNESOTA 55304. (612) 755-5100' " June 7, 1994 Re: Proposed Improvements: Sanitary Sewer, Watermain, Streets and Storm Drain Construction; Hartfiel's Estates and Adjacent Properties (Project 94-6) Dear Residents: A feasibility report has been prepared to determine the estimated cost to pave the streets in the above mentioned area. Discussion: We are proposing to construct the street with 2.5" bituminous paving 32 feet wide with concrete curb and gutter on 4 inches of base course (Class V) in addition to the proposed sanitary sewer, watermain and storm drains. Estimated Cost: The estimated cost to construct the proposed improvements is $826,649.66 which includes engineering, legal, administration, etc. The estimated assessable costs are approximately $12,216.55 per typical urban lot. This cost will be assessed over a 10 year period at about 6% interest or the assessment may be paid in full with no interest within 30 days of the assessment hearing. Assessment Period/Cost: The annual assessment payment over 10 years at 6% is $135.00 per month or approximately $1,630 per year. If you have any questions, feel free to contact me at 755-5100. Sincerely, /4/~ Todd J. Haas Assistant City Engineer ,TJH:rja Encl. cc: John Davidson, TKDA/Acting City Engineer 1 / ';rJ';:~"~-;J'~''''''''':. ,}~ .0, ,'{'" \ \.~} . .,,- .'r'l .-",,:::;;~~....~:~,,~~.,)'-./ CITY of ANDOVER 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER. MINNESOTA 55304 . (612) 755-5100 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA NOTICE OF HEARING ON IMPROVEMENTS PROJECT NO. 94-6 HARTFIEL'S ESTATES AND ADJACENT PROPERTIES NOTICE is hereby given that the City of Andover, Anoka County, Minnesota will meet at the Andover City Hall, 1685 Crosstown Boulevard N.W. in the City of Andover, on Tuesday, June 21, 1994 at 7:00 P.M. to consider the making of the following improvements: Sanitary Sewer, Watermain, Streets and Storm Drain Construction The property to be assessed, pursuant to Minnesota Statutes Section 429, for the improvement is within the following described area: All that area of Hartfiel's Estates located in the Southwest 1/4 of the Northwest 1/4 of Section 26-32-24, Anoka County, Minnesota. and The west 345 feet of the Southeast 1/4 of the Northwest 1/4 of Section 26-32-24, Anoka County, Minnesota, subject to any easements of record. The estimated cost of such improvement is $826,649.66. Such persons as desire to be heard with reference to the proposed improvement will be heard at this meeting. CITY OF ANDOVER ~ ;J;$ victorla Volk - Clty Clerk publication Dates: June 10, 1994 and June 17, 1994 ,I 26 32 24 24 0001 Gary Gorham Gorham Builders 3538 Mississippi Dr. Coon Rapids, MN 55433 , L. /32 24 24 0002 Winslow Ho1asek 1159 Andover Blvd NW Andover, MN 55304 26 32 24 23 0035 Bruce A & Peggy Bergley 1502 - 146th Ln NW Andover, MN 55304 26 32 24 23 0038 Robert S & Nancy Pettit 14595 Drake st NW Andover, MN 55304 26 32 24 23 0041 Daniel & Astrid Gubbin 1459 - 146th Ave NW Andover, MN 55304 26 32 24 23 0044 . ")en R Smit ~_39 - 146th Ave NW Andover, MN 55304 26 32 24 23 0047 Charles J & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0050 Rick & Joanne Nelson 14531 Drake st NW Andover, MN 55304 26 32 24 23 0056 Clay A & Deanna Heil 14554 Bluebird st NW Andover, MN 55304 26 32 24 23 0061 Gregory Lee 14515 Drake st NW )over, MN 55304 j Ron Smith Raintree Realty 11925 NE Hwy 65 Blaine, MN 55434 26 32 24 23 0036 paul & Deborah wittel 1522 - 146th Ln NW Andover, MN 55304 26 32 24 23 0039 Eva G Alarcon 14567 Drake st NW Andover, MN 55304 26 32 24 23 0042 Daniel & Astrid Gubbin 1459 - 146th Ave NW Andover, MN 55304 26 32 24 23 0045 Charles J & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0048 Linda Lee Even 14559 Drake st NW Andover, MN 55304 26 32 24 23 0051 Rick & Joanne Nelson 14531 Drake st NW Andover, MN 55304 26 32 24 23 0057 Kenneth J Heil 1425 Andover Blvd NW Andover, MN 55304 26 32 24 23 0062 Mark & SL Gugisberg 14608 Drake st NW Andover, MN 55304 26 32 24 23 0034 Bruce A & Peggy Bergley 1502 - 146th Ln NW Andover, MN 55304 .' 26 32 24 23 0037 Robert S & Nancy Pettit Charles J & MA Hartfiel 14595 Drake st NW Andover, MN 55304 26 32 24 23 0040 Eva G Alarcon 14567 Drake st NW Andover, MN 55304 26 32 24 23 0043 Ellen R Smit 1439 - 146th Ave NW Andover, MN 55304 26 32 24 23 0046 Clifford R & VP Zane 1419 - 146th Ave NW Andover, MN 55304 26 32 24 23 0049 Linda Lee Even 14559 Drake st NW Andover, MN 55304 26 32 24 23 0055 Randolph & VA Welter 14590 Bluebird st NW Andover, MN 55304 26 32 24 23 0058 James & Kelly pierson 1415 Andover Blvd NW Andover, MN 55304 26 32 24 24 0001 Richard & stella Schneider Ernest & Marilyn Trettel 1412 Andover Blvd NW Andover, MN 55304 26 32 24 23 0054 Randol'ph & VA Welter 14590 Bluebird st NW Andover, MN 55304 2C ,32 24 23 0003 , l ,y of Andover 1685 Crosstown Blvd NW Andover, MN 55304 26 32 24 23 0006 Douglas & TM Robbins 1439 - 146th Ln NW Andover, MN 55304 26 32 24 23 0009 Waylan & Letty Carlson 1459 - 146th Ln NW Andover, MN 55304 26 32 24 23 0012 HC & DH Kuklok 1533 - 146th Ln NW Andover, MN 55304 26 32 24 23 0015 Eugene & Doris paschen . ,32 Drake st NW &".Jover, MN 55304 26 32 24 23 0020 Cecelia R Burgwald 14584 Drake St NW Andover, MN 55304 26 32 24 23 0023 patricia L park 3517 Blueberry Dr Lakeland, FL 33811 26 32 24 23 0026 Randy & Debbie Dryden Charles & MS Hartfiel 19433 Uranium st Anoka, MN 55303 26 32 24 23 0029 Charles & MA Hartfiel 14853 7th Ave NW A~dover, MN 55304 / 26 32 24 23 0001 Ken J & CL Heil 1425 Andover Blvd NW Andover, MN 55304 26 32 24 23 0004 Ervin & JL Balvin 1419 - 146th Ln NW Andover, MN 55304 26 32 24 23 0007 Douglas & TM Robbins 1439 - 146th Ln NW Andover, MN 55304 26 32 24 23 0010 Kevin & Janie Dahl 1513 - 146th Ln NW Andover, MN 55304 26 32 24 23 0013 Charles J & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0016 Eugene & Doris Paschen 14632 Drake st NW Andover, MN 55304 26 32 24 23 0021 Ronald & Julie Herrmann 14560 Drake st NW Andover, MN 55304 26 32 24 23 0024 Eric & Barbara Johnstone 14540 Drake st NW Andover, MN 55304 26 32 24 23 0027 Charles & MA Hartfiel Randy & Debbie Dryden 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0030 JS Paulson & CO Youngblom 1428 - 146th Ln NW Andover, MN 55304 26 32 24 23 0002 Kenneth & CL Heil Thomas & Julia Schiebout 1425 Andover Blvd NW Andover, MN 55304 26 32 24 23 0005 Charles J & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 " 26 32 24 23 0008 waylan & Letty Carlson Charles & MA Hartfiel 1459 - 146th Ln NW Andover, MN 55304 26 32 24 23 0011 Charles J & MA Hartfiel 14853 7th Ave NW Andoer, MN 55304 26 32 24 23 0014 Robert & JM Erickson 1549 - 146th Ln NW Andover, MN 55304 26 32 24 23 0019 Charles Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0022 Ronald & Julie Herrmann 14560 Drake st NW Andover, MN 55304 26 32 24 23 0025 Charles & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0028 Dennis & MR Nelson 1408 - 146th Ln NW Andover, MN 55304 26 32 24 23 0031 Charles & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0032 Ben J Hartfiel 14853 7th Ave NW Andover, MN 55304 labelshartfiel (Rhonda) ) , j 26 32 24 23 0033 Charles & MA Hartfiel 14853 7th Ave NW Andover, MN 55304 26 32 24 23 0063 Thomas G. & Julia Scheibout 1425 Andover Blvd. NW Andover, MN 55304 .' rr~url HtlUKH -t~ H1H ., ~.), L;~, l';"jq 1.): j( NU.ll ~, q tW0 ~:../ Gentlemen: CITY of ANDOVER RECEIVED MAR 3 0 1994 CITY ur- h''4u\.JVER Date: 3- '"71 No. 1tf-~ We, the undersigned, owners of real property in the following described' area: /-/ tftf ~;'.e( E Sid f.e~ do hereby petition that Construction of City and that the cost of said improvement be assessed against the benefiting property, as authorized by Chapter 429, Laws of Minnesota. f' I~I ~ cP:3"" ADDRESS <J02.d I....TE ~..) }l~ OOO'i~ =ce i? ~ cGc<.l ,;> ::,0)'1 i. 7 '<>1S" .J~ 00 IZ- ~ OO'~J OD.6 ---';P- co 3'" ~ (:o'f() ..J OOZ.'? o~zz....J /i~ / This petitioq,was circulated by: \ Address: EO ) 4 rE; 3 2 /j-J1 dtJ V t'r) m;1, .< FROl'\ ~HOK~-EDIH~ 03,28.19'34_13:17 HO.I! P. 3 ) CITY of ANDOVER RECEIVED " Date: .5 -., 'i MAR 30 1994 No. Gentlemen: CITY vr KI~uuVER We, the undersigned, owners of real property in the following described area: E ~ t-AT~'s .HarT~ /e- ( - do hereby petition that said. portion of said area be improved by Construction of City [~ a ~r,' .5 c.. W 'e r- a." d 15/ a fi.,K h-J.f.3 &! tlrd S't{f-(,^C.~ 571'c..ets-. ' and that the cost of said improvement be assessed against the benefiting property, as authorized by Chapter 429, Laws of Minnesota. SIGNATURE OF OWNER ADDRESS LEGAL DESCRIPTION ~ NO VJ~~ ~ ,. e~1 /'1 ~D 7CJ1 e. Iv.', It/J/JJVer, mtl.5~3()3;jr :2/q.,Ljj'~' l'i[ 8~Z. J. - z, '1,6, /8,2.0 a,S :e,f J;r. -1/. 1.; .\1' rE~ d" ~ ~ ri> J-7't 0< -' ~ -' This petition' was Address: .)i r I\~~I HrtUf\H -~V 1I'1H I).;), LO, I"~ Lli IIJ rtIJ, II r, L CITY of ANDOVER RECEIVED MAR 30 1994 Date: ~-qt{. CITY vr I"'\I....uOVER No. Gentlemen: We, the undersigned. area: ,7ft! ;- t -f/' ~/ owners of real property in the following described' k~ I- 4..j.e-.> , '. do hereby petition that by Construction of City (-;Hor d < fir -?&.C!e>)' STr eeis and that the cost of said improvement be assessed against the benefiting property, as authorized by Chapter 429, Laws of Minnesota. 3 SIGNATURE OF OWNER s ~'c. j~ ...-? ~ ...;G:.I -';l" ..(h ~ u DESCRIPTION YES NO 000.. -:;,. il\:j 02.~... j.)2 &h I N~7S ((AI. e..rr /V W-/ , \ ~ \~ - ~ '4 ..:..Q.:, a.....-.-n......., (:)... \ ~ ~ ) I t(Yl- I 6'f:, La.~ li..", f Tv L.O( I '1?~ .4-~~HJP/ , I ooze> ~ o.~"7 ( _ co3eD 00.;37'~ 0 00 'i~:; ~ i;.~ 'i'-- ~ (/0(/7-:3' oo~8 ~ ooZG. This petition was circulated by: Cia (' ..eS Address: Q?J) L/ 95 3 7CLt_ Au~, NW ft-Ik:l.. 6 rJ (1.1[' J Mil, 56 S 0'3 JI l / ~".;.,r" :1 ."8 .... .' ~._ J , ~ ~ ~ .. 7 ~ ~\ ! . 1 ~ - ~ : ~ '" -~ ~. , -j~ ,. 71 146TH LN. NW ,A ~, " ;.'~ ;0) Jt.' ,. ;,.' , . . , '. 1 , '2 .J Ei7:A T~ ., P' .. .. I. ~ 10 . .. IS .' ,. . I " ~. - <;.. . CD ,... d i z ~ ;?i .;0: . :I: 'to /" '0 ~ ~o o~ _ ,l(__ , AVE. NW. (,~ ,- i, 4~~';.)~ ~ "'.1 ., ,,~, c cr iii ... :3 lD "It I .,/4 CORNER SEC.26 --~'-. --..oJ":&.- /,~...{.._ res @ I I II "CIl[AGE " :r:.- ~Altlf '"', '" '" '" . ., tf /.,\ i' I z ,0 .... ,x ,'.... o \ AIO HIGHWAY NO 16)' . ~ l ~:-;~~.. r-~CENrE;' ~EC.2S 52 = @ .' CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 AGENDA 1'0. SECTION ORIGINATING DEPARTMENT Discussion Item Dick Fursman, Administration APPROVED FOR AGENDA ITEM 1'0. Crown Pointe & Crown pointe East Rezoning Discussion BY: \yJ~ .3. In February 1994 a rezoning request for the Crown pointe and Crown pointe East Additions for an R-4 zoning was turned down. The City Council denied the request for a rezoning based on the need for additional school space and a letter sent by the School District. The Council may wish to initiate the process of rezoning the property now that a bond issue has been passed for the building of new schools in the City of Andover. Staff has prepared to have documents sent on June 22nd enabling a public hearing to be held on the rezoning for July 5th. The school district has been contacted for comment. MOTION BY: SECOND BY: '. TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE .TnnPo?l 1 QQA AGENDA t-D. SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA ITEM t-D. Reports of Staff, Committees, '"'vuuu... Admin. J/. Approve Transfer of License/ Best Auto Parts v. VOlk~.d. BYv Pursuant to Ordinance 44, Section 8, the City Council is requested to approve the transfer of license for Best Auto Parts from Harry Haluptzok to Terrance Richardson. The new owner took possession of the yard approximately two weeks ago. Mr. Richardson has complied with all license requirements and paid the renewal fe~ for the license. MOTION BY: SECOND BY: ) TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACfION DATE June 21. 1994 AGENDA ~ SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA Discussion Items Junkyard License Renewals Planning ~ David L. Carlberg City Planner ~ ITEM r-.o. 5:. REQUEST The City Council is asked to approve the junk/auto recycling yard license renewals for the period of July 1, 1994 to June 30, 1995. On May 20, 1994; Staff made initial inspections of the junk/recycling yards for licensing. On June 10, 1994, follow-up inspections were made to insure the yards made corrections to those items cited during the initial inspections. Staff recommends the following junk/recycling yards receive ) license renewals. Andover Auto Parts With condition that the screening requirements along Commercial Boulevard be installed by July 31, 1994. The Council may wish to discuss this matter if the City is considering the acquisition of the property. Anoka Auto Wrecking Best Auto Parts Commercial Auto Parts Mom's Auto Parts Sandeen Brothers Wilber's Auto Parts COMMENTS Staff would like to note that the most common violation found in inspecting the yards is maintaining twenty (20') foot fire lanes. This has been an ongoing problem and all yards were directed to comply with this requirement at all times. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL AcrION DATE JUNE 16, 1994 AGENDA SECTION ORIGINATING DEPARTMENT APPROVED /lQ;TAFF. COMMITTEE, COMMISSIONS FRANK O. STONE ~ FOR AGENDA ITEM b. PUBLIC WORKS SUPERINTENDENT BY: V ~PPROVE BIDS/TANDEM DUMP TRUCK WE ADVERTISED FOR BIDS ON ONE NEW MODEL TANDEM DUMP TRUCK WITH PLOW, WING, SANDER AND UNDERBODY PLOW. BIDS WERE RECEIVED UNTIL 10:00 A.M., THURSDAY. JUNE 16, 1994. WE RECEIVED THE BIDS FROM LAKELAND FORD TRUCKS AND BOYER FORD TRUCKS. WE MAILED SPECS TO: LAKELAND FORD TRUCKS J-CRAFT, INC. CRYSTEEL EQUIPMENT MIDLAND EQUIPMENT MCQUEEN EQUIPMENT MINAR FORD, INC. BOYER FORD TRUCKS SUPERIOR FORD. INC. HOGLUND BUS COMPANY NORTH STAR INTERNATIONAL TRUCKS,INC. ITEN CHEVROLET - RETURNED SPEC / DID NOT BID CHESLEY TRUCK - RETURNED SPEC / DID NOT BID BID AMOUNTS: BASE BID BASE BID BOYER FORD TRUCKS - $ 99,243.00 LAKELAND FORD TRUCKS - $101,190.00 'IN THE BASE BID, BOYER FORD TRUCKS WAS LOWEST AT $99,243.00. BOYER ALSO FURNISHED COPIES OF THREE EQUIPMENT COMPANY'S BIDS AS FOLLOWS. TWIN CITY TRUCK EQUIPMENT - $23469.50. DID NOT BID A PLOW PACKAGE OR UNDERBODY PLOW AND BID ONLY ONE ALTERNATE - THE BOX LINING 3/16 PLASTIC FOR FLOOR. THEY DID NOT PROVIDE SPEC'S FOR COMPLETE PACKAGE. CRYSTEEL EQUIPMENT - $38 402.00. SENT A DEMO MODEL FOR US TO MAKE A COMPARISON BETWEEN THE MONROE PLOW PACKAGE WITH THE ATTACHED FALLS SNOW PLOW AND WITH A COMPATIBLE PLOW HOOKUP. CRYSTEEL'S BID STATED THAT I AND RAY SOWADA HAD APPROVED THEIR PLOW PACKAGE. WE LOOKED AT THEIR UNIT BUT DID NOT VOICE OUR APPROVAL WITH ANYONE AT CRYSTEEL. HOWEVER, WE ARE HAPPY TO REVIEW ANY AND ALL BIDS. I, RAY AND JOHN WALLACE AGREE THAT IT WOULD BE IN THE BEST INTEREST OF THE CITY TO STAY WITH FALLS PLOWS SINCE ALL OUR OTHER EQUIPMENT IS FALLS. FALLS EQUIPMENT HAS SERVED US WELL AND IT WOULD NOT BE COST EFFECTIVE TO CHANGE BRANDS AT THIS TIME. CRYSTEEL DID NOT BID THE ALTERNATES. J-CRAFT INC. - $41260.00. DETAIL BID MEETS ALL ITEMS REQUIRED BY THE CITY OF ANDOVER FOR OUR SPECS. RAY. JOHN AND I AGREE THE BEST BID TO ACCEPT IS FROM BOYER FORD TRUCKS USING J-CRAFT, INC. AS THEIR EQUIPMENT SUPPLIER. BOYER FORD TRUCKS BASE BID $ 99,243.00 ALTERNATE BIDS: BOX LINING - QUICKSILVER $ 2.270.00 RADIO - TAX INCLUDED $ 958.50 TAX AND LICENSE $ 6 598.35 TOTAL $109,069.85 MOTION BY: " . ) TO: J j , ~AO~ I ! I I Iiil!Im , , I BOYER FORD TRUCKS, INC. 2811 Broadway St. N.E. · Minneapolis, MN 55413-1789 June 15, 1994 City of Andover Ref: Exceptions to bid request 1.) This bid must be acted on by June 29, 1994 (13 days) not 30 days as requested, inorder to ensure price! 2.) Engine equipment a. Engine equipped with Bendix fan clutch in lieu of Horton as requested (Horton fan clutch"s not avail- able from FORD MOTOR CO.) b. Manual hand throttle not furnished (not available with electronic engines), cruise control is to serve the same function. l , \ / 3.) Electrical a. (3) batteries total of 1875cca 96 amp furnished on LH side in lieu of 1875cca 104 amp as requested. 4.) Tires - Tubeless radials furnished w/out tubes as re- quested (not available) 5.) Front Wheel a. 12.25x22.5 Cast spoke rim furnished in lieu of the 11.75x22.5 Cast spoke rim requested. 6.) Video tapes for service not furnished as requested. Suggest contact ZIEGLER CATERPILLAR for maintence videos on engine OPTIONS Available to this bid: 1.) You may elect to deduct $ 41,260.00 from this bid if you choose to purchase other t1ajor equipment to be mounted on this chassis, other than the equipment proposed by J-CRAFT of Kimball, MN. 2.) If you choose option #1, you may also choose to add + $23,469.50 for TWIN CITY TRUCK equipment as quoted in enclosed quote. 3.) If you choose option #1, you may also choose to add + $38,402.00 for CRYSTEEL equipment as quoted in the en- ) closed quote. Phone (612) 378-1851 . FAX (612) 627.5550 Equal Opportunity/Affirmilive Action Employer " 4.) 3406C 350hp mechanical Caterpillar wi vernier hand throttle engine in lieu of the 3176B 325hp electronic engine included in bid ............add + $ 499.00 I (~--l-/~. ......~ Bruce Rioux Fleet Sales Mgr. ) / FORD TRUCKS Page 1 of 1 06/15/1994 BOYER FORD TRUCKS INC 2811 N E BROADWAY MINNEAPOLIS MN 55413 612-378-1851 FAX: 612-627-5550 ANDOVER, City of City Hall 1685 N.W. Crosstown Blvd. Andover, MN 55304 755-8118 FAX: 755-8923 PREPARED BY: BRUCE RIOUX (REO) SUMMARY ( Price Level = 501 Model PREPARED FOR: Frank Stone Supr. Public Works QUOTE ID: BR607AN NO. OF UNITS: 1 QUOTATION Year = 1995 Version = vl.66U.2.0 ) Model.................................. LT9000 Conventional Tandem Wheelbase ........................... WB=198 CA=120 AF=63 OAL=289 Engine ................... Cat 3l76B Electronic 325 HP 1800 RPM Transmission .................. Fuller T-14607-A 7-Speed Direct Front Axle .................................... 18000 Ib Front A.'de Rear Axle .................... 40000 Ib Rockwell RT-40-l45 Steel 1S Axle Ratio 3.58 Paint ........................................ Dk Chestnut Metallic GAWR: Front: l8000/Rear: 40000 GVWR: Frame: 60000/Total: 58000 Total Weight ............................. Front: 7484/Rear: 8356 Base Pr ice ................................................ 100914.00 Option Content ............................................. 23539.00 Miscellaneous / Dealer Options ............................................ 41645.00 Freight ...................................................... 810.00 Factory Fue 1 ................................................. 55.00 Factory Prep & Conditioning ................................. 550.00 Total Vehicle Price with Freight ..._.___..__...._.____.... 167513_00 Customer Discount ......................................... -67930.74 Total Equipment Price (Excluding Taxes and Title) _______.__ 99582_26 Net Trade Allowance ............................................ 0.00 FET ......................................................... -339.26 Total Price to the Customer ___........_............_...._._ 99243.00 Customer Signature Date j , / F'DRD -rF;;:UC .<:8 Page 1 of 7 06/14/1994 / BOYER FORD TRUCKS INC 2811 N E BROADWAY MINNEAPOLIS MN 55413 612-378-1851 FAX: 612-627-5550 ANDOVER, City of City Hall 1685 N.W. Crosstown Blvd. Andover, MN 55304 755-8118 FAX: 755-8923 PREPARED BY: BRUCE RIOUX (REO) PREPARED FOR: Frank Stone Supr. Public Works QUOTE ID: BR607AN NO. OF UN ITS: 1 If:::::QU I PMENT DETA I L ~~,,', ~~~~~; _'~-'---'-'-1::, , ., .-.! ~ 1 ~ r-.~- \i T ". .~~i~~~f.~'~'~7.[1?~~:=:::~=~-::- . :;;;;:;::;;:;.::;;:::::::;:. / ( Price Level = 501 Model Year - 1995 Version = v1.66U.2.0 ) DESCRIPTION MSRP LT9()OO Ccnventional ra~de~ WB Wheelbase ;;.JE;::::198 .--.,.... ,.,.,. ~1 ('M ==,~ .~, _. .. . ._d, _. ._. w::':':L~:....;::d'7 Ci~'i::::;1.20 30 Engine Cat 31768 Electrcnic :-.;;:: 12()C, 56 Transmission Fuller T-14607-A 7-:3PB:::?d DirecT. 11 Rear Axle 40000 Ib Rockwell RT-40-145 Steel 18 A>:le Ratio 3.~18 10 40 46 47 16 " / 13 19 / FORD Tf-:::;:LIC::: Kf3 PREPARED BY: BRUCE RIOUX (REO) Page 2 of l 06/14/1994 PREPARED FOR: Frank Stan. Supr~ Public Works QUOTE 10: BR607AN NO. OF UNITS: 1 ( Price Level = 501 Model Year = 1995 Version - v1.66U.2.0 ) DEseR I F'T I ON MSRP Front A:de 180()O Ib Frcnt ~~~~~ Frame 15~9 8M 110qCOO osi sr'}gl ~hannel steel 241: Fr-on't frame e~<t.I==n':;;;.i::Jn inte9re,1 Front Suspension 20,()OO Ib~ Front s~spensicr~ Rear Suspension li. .;~-.. 0 C (:- .:... L He:; cj ,.....; . -' .i.;. ,- ..J :""., S r ::. ,-!N,._ .c. !..~ ...- i_' .,::. Brake f:::: .i. r- .t.~ ~- .,3 ;.'; [? '::~. - -- ,:i [h'! t. ;_" .~. en l~:,.. ~:l 1; {'i:~l"" .1,S "..." '-: ~- - .." ....-.,..... . .-~ -. .... ,-.. '"N. _. _. _ '.. - - j-< (.2 .:";?, r- '.'_':::'. iT; Axle Equipment/Driveline . -.. . . - .......... .-..,.-.--.,..... - n' ... -::;, _ ,-_ .." -_-.... .. .... -, - - I L....'..j<...:-... 'iJ.ffE-?~'~i2:(S u;~E~:'~~=n-:_.ockinl~: 1 ...._,;-, :-;-: i :. ':":? ~oaSq ~:"'e6S29o~e n f:2:' i (: T r" ':'. p';;:. - U j'- .:? .:..r-> ,::.> F:!..:~ 1 P:.; 1 r;;::. -. .-. ... ~'ower- ~~eer-~nq ~css . ....- - - : ;-OJ.....' '__,..' if,ineE,l .=ES.....:::. '::-!' Ui:;_ ~ C3:'''i.~:.~':\':~e : / L-it".:.' ~h221 ~ealS ~ear~ =~2mco 2 Pc G~it-GLaY'd ...- , ,w. r'~:::in T. ,;:: "T'=-~./! :-...:...... '...' i ....., ,'._"....' :=-.l.L .;.. , .. ~". .-" '..', i...''.:': It..:h;;::.,;:~ -..--.-, .... .~ '::.~ ;:::!:::i. .;. -,:,:: Brak.e Equipment .." "":--. '-'" .. l !'d '_." ~. '...'.~.... \/ :~'::' I'; i c: 1. :::!.' . :.~ r": ,.. " :', -, ,.... ._. .. ..' 1:: ,~-:::-- C 1- >: ._::J ::: ::::';.~:. '_-' .--= , : I i-.i ~ .'- '-' ~ ..::. \..,.... -'.'er ~Endl~! ~U-7 ~eatei:.l -&~r1 ValvE ManLl2i .t= i:= ;-- :;.~ 1.,.\;;" _ 6. r-~ v a. r .::: r' :. _ ~... : .n .:;t ;.-. ~:. .: :i ;;l =, ~- -::;'. :<.:2" . .; .::1. .:"_ .i. -, . -_..- .... - ,.... ..- ~ :-..-' -- ,-'-"'" ..... . '. l.i. -...J;.-': .,;.., :',::, ',_.-~':' -._ ,...~ '- , -, ..-.... ." ....." ... -..- _. --. Adji...\st,::?r-':5 ~'rGnt. Autc j~~;_~f"i::"'~(::? ::'''~-:-!: Adjusters Rear Automatic ~OC~Welj ~:3 1 ci. := k. Brake Ccn'trol Valve Hand Ooerated F'DRD TF:UCI<S PREPARED BY: BRUCE RIOUX (REO) Page 3 of 7 06/14/1994 PREPARED FOR: F~ank Stone Sup~. Public Wo~ks QUOTE ID: BR607AN NO. OF UNITS: 1 P~ice Level = 501 Model Yea~ = 1995 Ve~sion = v1.66U.2.0 ) DESCRIPTION MSRP 20 T~acto~ Equipment Tr:::"1.ctDt"" F'.?.=k-:='.g(=:2 w/~_ilj''25 E-:::-~t. ~_~ i'...i ;~ i F"i'-2,;"!JF::: ~,.., ..:....:.. Cab CustQm Interior Trim 23 Exte~iD~ Cab Equipment Cab Trim~ Exterior - Standard G~il12 Bright & Black Anodized Aluminum 3utterfl'j Hood - Fiberglass Horn~SinglE Electric Horrs~Dual Ai.r Hadlev Rect Dual Ba52 Mi~rors Dual Western Delbar Stainless Tin'ted Glass All Around V.; :~ ;-; j E. :"'i i E' 1 cJ L.:;flTl.in..::\ ~:i~,::! '-'"1 _ _.... !..:;'.L .::.:1."=,";;;;. T i r~ 1:: 0:::.' ci ,...~~l-' ~~.: "I... =") ~,~ 1,',,:'...;,:,'_:::' 1,-, ':=: '-,~l<:' t 1::::..1 24 Inte~ior Cab Equipment ~! C0nditiGn~~a Int2~r21 w:He0~2r Ll:alr' Lighte!~ :2sh MO~~.t2d 1"1.,;.'::: ;::'Dck. -::::"t:-;. DU.E;;.':' Sadi8 EIEc.t~onic Ai1!Fl~ 2terec Stee;ring Cclumrl Adj - Tilt & TelescoPE Steering Wt1eel 2()" Diame.ter 25 Seating 3e3t Belts ~~~~ & Shculder Drive~ Bcstrom ~o-Back '-"."'I>r"_':::-'( ;;;:. ,'~ , , . p~~~: Bostrom La-B3ck Air-9l5 ,",' ..c.b Inst/Gauge/Switch/W~n Dev ~a=~-U= ~12~m FreeD !lodel ....... , - . ,-..-.... ..........,,.... '; '""' ..._.1. '=.';.._ '_ i '.....;, _ '- ",H(:: Air Cleansr Restriction Gauoe M~tcr=~af~ l~~ua2 - Di~~ct Paad Air ~ress~; ~ G2uge - D~rEct Rea~ Oil ~-'~2ssur2 i.:'l.?U::,:;je =~l~?c-:.;r'j..c: CCDlEdi'\: T~l:;:.J o2l1ge EI2ct~ic~ F~lel Tem02rature Gauqe~ Transmission Gi: b2uge .- Vclt~eter / F=ORD Tr-":uc 1.<5 '\ PREPARED BY: BRUCE RIOUX (REO) Page 4 of 7 06/14/1994 PREPARED FOR: Frank Stone Supr. Public Works QUOTE ID: BR607AN ;om. OF UNITS: 1 Price Level = 501 Model Year = 1995 Version = v1.66U.2.0 ) DESCRIPTION MSRP 26 Inst/Gauge/Switch/Wrn Dev (cont) Inst:rUjnel,t Panel Linehaul Full Inst~ Parking Br3ke Control Dash MGU~t2d Speedomete~~ Electric - MPH/kmH Tact10meter Electric Tu~n Signal Switch~ Signal Stat 900 Warning Light, Low Coolant Level Warni~g Light & Buzzer~ Low Air F'ressu~e Hour Mete~ wired thr~ ignition 27 Electrical Circuit F'r8tectcrs~ Auto Kese~ breaK~rs Flasher Emergency ~iead ~ights~ Twc Rectangular Halogen Li~hts Cab ~!a~kerq (5 Lights) .::l.~... .i. ;....i.g h-l:s ~ TU~G SiQ~215 ~2noer M8ul,te~ 28 Alternator i;'::1 ~. t 1. f:' C p\ en 1:: [)::::::::. cc::, : =:,~.. ":::,,-j ... ....", -"-- ..., . ,..-, "t" r;.:!: ;.-' r'j ~::. .l. _ -/ 29 Batteries/Boxes/Cables E:.;;~. t t :-.::; ~ ej6 ;~;(7'ip t:):-:\ CC~:; .~jc:-::.c:'rC-:-.:3,T;: Gr-o -7""-1 .'j' 00:......, .~...:.:. E:-:haust System rio~iz Muffler ana Vertical PiDe PH 36 Clutch :-.:-: -: ,- ;.7:,~"" --,-,-_. l ::1" ::!" :2-;=- J, .:?_ .tE :-::,:'C.1(;'l: c::.",-' ! '.-..r- -..-"..' .- w:::: !-:=,_!" -'- '- 37 Engine Equipment '_:j l (' :..... J. ,~ 3 ~.\ 2? r- Den.:::l,l d';;;;i::Jil -.., " --. .:Jlitl:.;.1 e-:::,1:'::;'.qe Fan =].G~=~~ 2endix Cae :~. .:.~.n -:. :-~::.. J, tejr' ~ .. .. :':j C: J.. r': -Ln ::!i? F':'leetq ,'.0., ....; Fuel ~iltEr~F~ame Ntd ~le2tguard F~-207 Oil Filter~ Luberfiner #750C By-Pa55 Fuel F'ump~ Mechanical Fuel/Water Separator Racer #1000 FG-12 GGverGor~ Electronic F=-ORD '-RUC .<:8 PREPARED BY: BRUCE RIOUX (REO) r'aqe 5 of 7 06/14/1994 PREPARED FOR: Frank Stone Suer. Public Works QUOTE ID: BR607AN NO. OF UNITS: 1 / ( Price Level = 501 Model Year = 1995 Version = vl.66U.2.0 ) DESCRIPTION MSRP 37 Engine Equipment (cont) Power Take-Off, Crankshaf"t D~iven Damper Silicor12 Hose Package Speed/Cruise Cont~Ql Starter~ Deleo 12 Volt Starting Aid~Ether Air Intake~Manual Con Hose clamps~ BREEZE constant torque tp 43 Fuel Tank tlDtl Ty"pe StE'el T.:;,nk.s 2tee 1. 50 c;.:3.1 LH 11 D I! Tv' DE? i ~.n 1'-:, SC Paint, Solid Color Dk Chestnut Metalli= '\ _,0 Front Tire Size & Mfg ; U. OF2 1. ;:2';5 S~, ;:;:::::l.~j i -::;{ l ''':~.::; I:::, .... ;... I;::,;: _, ''''': "_" / ',..' ,-,. .._...... ""_' ..i... '_.- .' ,-" ~ "T.. ..,-::j.. /~t...: C=cc!'!ea~ UnistEsl c...... ....1"::' Front l.<Jheel ." 12..25 :a3t S0c~e 51 Rear Tire Size & Mfg ~Llbel~ss Radial l1R:2..5-14 .-::."! -,", ;" ......... '1-<-"-"-" Goodyear Unisteel 8144 53 Rear Wheel ~~~~_ ~DOKE 22~5x8n2S 59 Chassis Equipment 3unpe~ Fi~G0t Full ::::; U. m ~::' '::?;.... _I -.. . c.>:: 7..2li.;:;',.lCn ~ F-~ ;-r- C r'j t. ...::: D 2. ,= ;~: :'"" '....J0.' '-lL(_.' -. , '.:.':::-:. 1- t-on""::. TOTAL REGULAR OPTIONS 23243.00 J FORD TRUe:: 1<5 PREPARED BY: BRUCE RIOUX (REO) F'aqe 6 of I 06/14/1994 PREPARED FOR: Frank Stan. Supr, Public Works QUOTE ID: BR607AN NO. OF UNITS: 1 J ( Price Level = 501 Model Year = 1995 Version = v1.66U.2.0 ) DESCRIPTION MSRP VEHICLE BASE PRICE 100914.00 SUBTOTAL 124157.00 Dealer Installed Furnish 14' J-CRAFT model SSL Dumpbody as cer J-CRAFT spec's enclcs2d~ along wI related equipment 2S listed below~ Furnis~ hydraulics as =e~ J-C~aft spec Fu~nish Ho~st as per IJ-C!~aft ~~~~ ~. \. ) Fur-ni'::;;-i :'-iitch C E' ;'"" '.-' - i_.: r-' .;;;"'. Ni~ t ::l-i.,Jo;;.::'_. _" II Fu!'-:'-,i..::::.rl :L J.. CJ;-: J.:. ~",,""':::'+!~='i"" -~, -- - ...... .. ,.- ;:'1::2(" ,j--C!'-.::~Tt ..- ,.....-. - ,-' m.. .,...... n', ... .... -- - -- ~'~r~~sn \'j.bratcr 35 ~er u .~~T': ~~~\_~ .... . _, ,l..-...._, ~ .-' "-, " '..:.. ::~, . -- .. ~ ..... !-'U J. 1'- ; .::-. ;....:':.-=! :J .-- ~_- Y' .;;;;. ";':' .~:; c: ~:::::.; c :;;:. _._. , 1 i- U. /"n:. ';:;:.:1 ;'~.:UU i :""';' (J e 1'- DOG ._/ D .;. C~~J .::~S pi.:::: 1'- oj- c: t- :?, ..{ t ~::. Pi;? :::,:::. Furnist-~ -H~~~ sncwolow ~ . '':':'. -:;.iiCi,'..l :....J~nq <,.:,..::, oer J-Craft soec s~ ~G~rlish FALLS sander as oer ~ -,-',.-.......;.~- '.wi ,-_., .:::....; ;... -:::.;:;(-2 c: .:::-, :,;~nlsn ?ERFCRi1ANCE BOND :,.. E.' '.:j .":.'~.:;;; ~::.~? G . TOTAL DEALER SUPPLIED OPTIONS 41645.00 Dsa InqLliry -... - ~- ,- ::::'P.3.i2 ":::L. ::: 1--:' '"":',::;;. .., ..... .~.. " _.::.. .-' l'-:a,.5~ SC:;Cjk.2 t- if'?'; \ ) FDR:C~ -rRUC i<E:,: PREPARED BY: BRUCE RIOUX (REO) F:'age 7 of 7 06/14/1994 PREPARED FOR: Frank Stone . Supr. Public Works QUOTE ID: BR607AN NO. OF UNITS: 1. I ( Price Level = 501 Model Year = 1995 Version = vl.66U.2.0 ) DEseR I PTI ON MSRP TOTAL DSo INQUIRED OPTIONS 296.00 VEHICLE TOTAL 166098.00 ;=RE I GHT CHAF:GE ;310.,00 STANDARD WARRANTY COVERAGE TOTAL 166908.00 , ) FORI::) -i[-F~L'CK~" 06/14/1994 J BOYER FORD TRUCKS INC 2811 N E BROADWAY MINNEAPOLIS MN 55413 612-378-1851 FAX: 612-627-5550 ANDOVER, City of City Hall 1685 N.W. C~osstown Blvd. Andove~, MN 55304 755-8118 FAX: 755-8923 PREPARED BY: BRUCE RIOUX (REOI PREPARED FOR: F~ank Stone Sup~. Public Wo~ks QUOTE ID: BR607AN IlTEI.I "-1. 'W LTgeee PT c;01l1 L L..,JQ..L\J ANDOlJER, City of BR&e7I1N ---- --~. ---- .-...--. ..----------- - ----- - ---- - - _ _ _____ _ ou _ n _ - ------ -------.... "- ) ffi~':iiE~~.::~.=. . ~lfg~2. :. .__.~_;:r::.~i;:~S~~( '.: -!; ... ..~. ~ 2 ; ". ~: , - . ':"""""'4'".,"''''' . i;r;~;~E;..=;t~1~~~/f:1:f{.~::;::1/7~€~:f:f- .. ~~;';;;:.I~;;;;~;:.':";;;;': Uheeibase: UB=198 CA=i28 AF=63 OAL=289 Engine: Cat 3176B Eiectronic 325 HP 1888 RPM irans~ission; fUller T-14oB7-A 7-Speed Direct Redl' Axle: 48833 Ii> Rockwell HT-4B-145 Steel is Ratio: ~~le Ratio 3.53 ~~~~+ Ovl~6 ~QM~~ 1~ ~~~~+ D_l~ .1..1. LJlII'" 11""",,,.I.'l..r- ..LU"""'-IU .l.U .1..1. u..... ..".......1.'1.../0 Chassis Weight (LBS): 7484-Front 83S6-Rear 15848-Tota! ** GVWR: 18888-frunt 48800-Bear 68088-fraMe 58803-Total MSRP ($): lhb9fl8.ftft ** Uei9ht does not inchttle driver' and fuel Eaton Roadranger Warranties / Warranty Statement Subject to the conditions stated herein, Eaton Corporation warrants that the products described furnished by Eaton Corporation as original equip- ment will, when assembled and installed on vehicles approved lor such purpose. be and remain free under normal conditions of use and operation from failure due to defects in materials or workmanship trom the date of delivery to the original retail purchaser for the miles of use or period of operation. whichever occurs first. specified for each product. These warranfies cover parts and labor to repair or replace, at Eaton Corporation's option, the failed product. These warranties become etlective with any covered product sold in a new vehicle on or after November 1, 1989, / At the option of the owner of such vehicle, and upon payment of the specitied option price during the base warranty period, Eaton Corporation shall extend the warranty for the miles of use or period of operation specified for each product. Conlact your dealer, Eaton Corporation Truck Components Marketing office or Eaton Corporation Truck Components. North America to purchase extended options The lollowing products, when used in on- highway applications only, are warranted for five years or 750.000 miles, whichever occurs first. and may be extended for an additional two years (but not more than 750.000 miles) upon payment of the extended option price in etfect at the time 01 exercise: Transmission Models: 7, 8. 9 and 10 speeds 1100,1200,1400 series (does not include 7l, 7ll or 8ll models) Drive Axle Models: 23105S, DS341 , DS402, DS402P, DS461P All Single Anchor Pin Brakes Steer Axle Model: EFA.12F4 Eaton Corporation Truck Components. North America P.O. 80x 4013 / Kalamazoo, Michigan 49003.9990 (616) 342-3000 TCDllS 30MtD290lEC The tollowing products are warranted for three years or 300,000 miles. whichever occurs first, and may be extended for an additional two years or 200,000 miles upon payment of the extended option price in effect at the time of exercise: Transmission Models: 8lL. 13, 15 and 18 speeds 1100,1200,1400,1500 series Model RT-8609, T-8607 series 9 speed B-ratio models Drive Axle Models: DT/DP-461P, DTIDP402(P). DS581-P Brake Models: ES.165.7M and ES-165-H (when used with Eaton Axles) These warranties shall not extend to products subjected to operation in excess of design limitations, failure to follow normal preventative maintenance recommended by Eaton Corporation, failure to use genuine Eaton replacement parts, abuse, or damage by installation, casually or shipment Warranty registration at the time of vehicle purchase is required to begin warranty coverage. Contact your dealer or Eaton Corporation Truck Components North America for registration forms. Warranties for transmission and axle products covered for five years or 750,000 miles, and all extended purchase option warranties for axle and transmission products is expressly conditioned on use of Eaton Roadranger EP or CD50 lubricants, or comparable synthetic lubricant approved by Eaton Corporation, Evidence of lubricant use including factory fill or replacement within 5000 miles of initial vehicle service, shall be required with warranty claims Copyright Eaton Corpol'Jtion. 1990 Allnllhts ...served. .~T.N Warranty for brake prOducts covers the brake spider. camshaft and bracket. Warranty for EFA-12F4 Sfeer Axle excludes tie rods; kingpin and kingpin bushings are covered for five years or 500,000 miles only, whichever occurs first. Automatic slack adjusters and all trailer axles are also covered for five years or 500,000 miles, whichever comes first. Warranty for axle product oil seals is limited to three years or 300,000 miles whichever occurs first These warranties shall not extend to wheel seals and other wheel equipment on axle products. The warranty on DS402 and DS402P axle products is limifed to vehicles of 80,000 pounds gross combination weight and to vehicles operating off-road less Ihan 20%. Eaton approval is required for higher GCW applications, Dual range landem axles (DT models) must be equipped with Eaton Dual Range Protective Shift System. These warranties are transferable to subsequent owners of the vehicle in which the product was origi- nally installed upon notice to Eaton Corporation. Warranty claims may be made to the original equ ipment truck manufacturer through an authorized dealer, or al the option of the truck manufacturer, directly to Eaton Corporation All direct warranty claims should be made by contacting an E2:~.n Corporation Truck Components Marketing otfice, or Eaton Corporation Truck Components - North America Except lor express warranties specilica/ly narfe herein. Ealon Corporation disclaims all wa'i'.'PS, express or implied, including without Iimii,;ir'l :tle implied warranties 01 merchantability and' ., j lor a particular purpose The loregoing is the.'. i' . ~lllhe liability 01 Eaton Corporalion and is the exclusive and sole remedy 01 the party to whom this wa[(anty is made Liability on the part 01 Eaton Corpc.'luDn lor damages, expressly including consequentla! damages, is disclaimed. r-<<f- '\, I o W I- <C =-~ ..~ C~ ca~ ~ .... ~<C !!: ;:a 0 :C<C ~ M c:lZ ~ ==~" :;:5 'Cij Zc Ci Oz c: c:<C o Wen ~ :=w ~ ~ 01- ~ _ c..~ ..::: ca oen '" 1-0 :S OW .8 _ wI- '" _ enz .~ .- ::)::) !!: enw ~ a.~i= :S .. ~~ i: ..... ~ G) ~ ~"M ca~ ()~ ~ .: ) :-y.~ \,~ "0 '" ]5 E '" '" '" '" o ~ (u 0. e '" E '" U '" a.. ~~ .Q "g 0. a. V) '" V) U '" ~~ c 2~ 28- UE <8 . ~~ ~'fj) gffi .~ CD "Q;:5 u~ :.c- g:.f;; "'- ~~ .- '" V) ~ gs::g e: :J ",0 ;t>: '" e: a; ,9 ~~ ze.> ~o. 00 Ol~ e: e.> ;:5 .9:; Q,}-ci "O~Ol "50 E e ~ cO CL.DU . cD ,0 .". 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V) ~ ,!G Q; V) =' Ol 5 -0 Q Q; 0. >- /lie Q)~ '.;ro ::;: :C"O ou; ~ c"O OC a.."l /II V) CllOJ a:5 0);";: di ,!;; .E en~Cl} ;:)0]5 'V) . OJ (f)'.;::; ~n U 0; e: _ 0 00. .DV) '" OJ ...JC: . ~(ijCl3 -E- g>oo __ c (/) :; 0> a1 "Oe:e: -g'~ .~ ::l"D D iJj o. U $~og .9- (Q ~.; ..c:=<OQ) en ~"e- c.,~ ~E~Cl3~ =~UTh"5 ~ 0 -:::J ca U;~15ew 5 O'~== o.~ Q.n ~ Q)Cii>-co Q)nicca.... a: E ~ V)~ "'cro:;Q> ~.- >: 0"0 =Un.L:(ij 0.2 .... 0);; di ~ {g -~ e- c;m~5~ O",,<ii>:U o.i ]5 '" ,~ a. 0. '" LILN/LS/LLS/LT/LNT/LTS/LTLS-9000 :) Standard Warranty and Optional Vehicle Ese e NOTE: This is only a summary of major coverages. For complete warranty details, including specific terms and conditions of warranty coverage, consult the 'Warranty Information. booklet delivered with your vehicle. COMPONENT TOTAL VEHICLE (sxcluding tires, non- Ford-branded batteries. and maintenance items) PARTS & LABOR COVERAGE 100"10 ~ ENOl" ~ 'DRIVETRAIN~. \ 1,wOO"lo ,/ (eXcludingcl"';'_~ CUSTOMER SPECIFIED 1 STANDARD WARRANTY ~ 3L 2 OPTIONAL VEmCLE ESC** ORDER CODE/PRICE* D DU $11 OOt (with deductible) $000 Des $1650 (no deductible) COVERAGE PERIODtt (Months I Miles) 0-12/0-50,000 13-36/0-300,000 ttt ttt 0-36 / 0-300,000 e 37-60/0-500,000 CLUTCH .~o 100"10 (excluding lining) ~ ~= "'.E" AIR CONDITIONING 100"10 ~ 0-12/0-50,000 13-60/0-500,000 0-60/ UNLIMITED 0-60/ UNLIMITED 0-12/ UNLIMITED 13-36/ 0-300,000 CAB CORROSION 100"10 PERFORATION~ CAB STRUCTU~OO"lo EMISSIONS SYSTEM "-^@' 0-60 I UNLIMITED 61-72/ UNLIMITED 0-60/ UNLIMITED 61-72/ UNLIMITED ttt ttt 6, /. Manufacturer's auggested reta~ price. "Coverages shown are in addition to or concurrenl with Standard Vehtcle Warranty coverages. ---Includes Iront and rear axles. manuallransmission and driveshah. tExtended Service Coverages in6caled by codes with a dagger (t) include 100% part. and labor aft.,. $250 cS.ductibl. charge per vi.;t. NOTE: The deductible charge does nol apply during the base warranty period, but only to vehide coverages beyond the base warranty coverages. when Coverage Codes marked with a dagger (t) are selected. There is no deductible tor any ESe code not marked with I dagger (t). ttNOTE: Except where the lable shows Olherwise. all coverages begin at the lime of vehicle delivery 10 firsl user and are limited 10 the indicated number of months or tOlaf lifetime vehide miles, whichever occurs first. Coverages do nol indude lires. balteries, maintenance items. Allison automatic transmissions, diesel engines not manufactured by Ford. or any equipment not installed by Foro. ttt. Not covered by Ford - contact authorized engine service dearer. 32 .***..*..***...*****.*..*........** F A..fj T ~ A N S M I T TAL M E M 0 TO: ~ce loU'l( [1]0. OF DUT: . fAIl: PAGfS FROM: OO\R ~PHONE: t CO: c'r e.e FAX .: Po6t~t'D,'f!.'I'.nsmill&l memo 7671 1130 -73rd AVE. N.E. FRIDLEY. MN 55432 . . 612-571-1902 1-800-795-1280 June 15, 1994 ALL BIDDING DEALERS ~ '( City of Andover Bid Date June 16, 1994 , We are pleased to submit the following proposal to meet the specifications for the above referenced, complete and with no exceptions including but not limited to: Crysteel Tipper Body to CUstom!specifications crysteel Roller Combo-Hoist Mo~e~ RC-690 Class 90 Mid America Patrol Commander Hd~aulics package Vibrator for Dump body . Cab Shield Air tailgate Pup Pull Plate and Pintle Hitch whelen light package Halogen headlight ~Qr snow plow eqiopment PU,I t 'l'arp box co~er ~nroe Driec;:,t, ,4r1ve undertailgate sander Monroe Plow Model MPR-30-60-12' Rever;sible Moldboard'T.rip.-. Hitch compatiable to Fa1.ls,<' 41 Monroe Model MF-S-10 underbody;s~raper Monroe Wing Model HDBW-11 compllte to specifcations ALL Installed $ 38,402.00 Note to Dealers: The equipment as outlined ~ve has been approved with Frank stone at the City of Andover. should you have any further qUe~tions, please do not hesitate to contact me directly, I remain, .:' '~ . '.:, / ~. " SPECIALL Y DESIGNED . WITH QUALITY IN MIND TOTI=l. P.01 I W'" 1..., I I I "'UI...f>. /:.l,/Ui,. I/:.L .OiL-LlO:l-OLlLL Jun 1'),';14 14:22 No.OO? P.Ol / TWIN CITY TRUCK EQUIPMENT, INC. 7780 215th Street West, lakeville, MN 55044 Phone: 1612) 469.1499 Fax: 1612) 469.6422 Date: Person: FAX COVER SHEET , Fax Number: Company: Person: Regarding: AN ()c)uc:.P'e ;?~L"c....- vuo~/cJ ;C7 Lc;-n-s ~ C '2-1 ( C-<J,'~ ""'y a:t..."'J7r'o Total Number of Pagos Including This Cover Sheet Note: If any of these fax copies are illegible or you do not receive tho samo number of pages as stated above please contact us immediately at: (612) 469-1499 . , J J IWiN LilY I~ULK ~UU1~. I~L:b12-4b9-b422 - ~ / Jun 13.94 14:23 No.007 P.03 - TWIN CITY TRUCK EQUIPMENT, INe 7780 215th Street Lakevil1e, HN 55044 PHONE: (612)-469-1499 FAX: (612)-469-6422 *** TEMPORARY QUOTE *** DATE: 06/09/94 TO: BOYER FORD 2811 BROADWAY ST. N.E. MINNEAPOLIS, HN 55413 ( 1107) REQUESTED BY: BRUCE / ANDOVER PUBL ACCESSORY PRODUCTS ---------- P-"-720 / P-PULL-3 / QUOTE NUMMER PAGE NUMBER 2376 2 DESCRIPTION QUANTITY ------------------------------ -------- 7 PRONG SOCKET 1 PAINT DW/6477 DARK MOCHA METAL 1 S-87-S W/17' ALL PURP TARP 1 SELLING PRICE: 1ir- 2}/ 11o? ~ APPROVAL DATE /lJO (fv..()7C o~ _ Ol\Jflc:::12- J!,otJ~/ 110,::! ?(ovJ jJ ,4-l...K.....~C I .' c.. 6,p,.T tf: UN ( r 7.. tf,,(.{;> v ~ Lot. '''( 7'.-f. - - .tJ11..G. W eT'T,'N &- .syS1'b'A"I . 7 ^; c.. t;.A'1 c:: r , ) . . ,-, ,....,..,.. ..:.., II'.' . "'iii -...... I' IW1N L1Il II<ULK t.UUH'. It.L:blL-4b'.:l-b422 Jun 13.94 14:22 No.OO? P.02 TWIN C1TY TRUCK EQUIPMENT, INC 7780 215th Street Lakeville, MN 55044 PHONE: (612)-469-1499 FAX: (612)-469-6422 '?' *** TEMPORARY QUOTE *** TO: BOYER FORD 2811 BROADWAY ST. N.E. MINNEAPOLIS, MN 55413 ( 1107) REQUESTED BY: BRUCE I ANDOVER PURL TRUCK EQUIPMENT CODE: WE ARE PLEASED TO QUOTE YOU tHE FOLLOWING (1) GALlON DUMP BODY & nOIST PACKAGE 570U * U880DA HOIST * PHILLIPS BOX VIBERATOR * WHELEN DOT-3 LIGHT SYSTRH * MID-AMERICA HYDRAULIC SYSTEM ~ PINTLE PLATE, HrTCH & PLUG 3TALLED COMPLETE: ACCESSORY PRODUCTS DESCRIPTION QUANTITY ---------- ------------------------------ -------- / vGALJON DUMP BODY 570U I 'GALlON HOIST U880DA / vGALION AIR TAILGATE P-MFBH2375~Mudflap bracket~ (PAIR) P-MUD-3 ~24 X 36 MUD FLAPS (PAIR) P-V-3000 -BOX VIBRATOR, W1TH CABLES / .....WHELEN DOT-3 LIGHT SYSTEM tI / V'MID-AHERICA AIMIM SYSTEM ~V . / VHYDRAULIC HOSE & FITTINGS P-HI1'CH-4 ~/4" HITCH PLATE P-PH-400-1YHOJ.J.AND 90,OOO1.B GTW W/O AIRtl\.rlf ?40 P-CHAINEYE~3/8 PLATE P-GH-1 ~GLAD HAND rCA.\IT.A~p .,/ S/YOIJo> f lo~ Lf I1HTS ""IS' wK ; t/)c"l,f'J"t 71,) c-c>Lo,ft DATE: 06/09/94 QUOTE NUMBER PAGE NUMBER 2376 1 1 1 1 2 2 1 1 1 1 1 1 2 2 _.-~.-. -~ ..--....... ......-- - _.- - ---. .-.---.- - / At-T. J)o'f.. Ltl\J;Nb-,.. ~~fl.A}7ic.. ~/CJorA jJ 59:>-. ~ J-CR~FT INC. 06/13/94 16: 10 P.01 <II> J-CRAFT, INC. , , 70127 330TH STREET KIMBALL, MN 55353 <II> (612) 398-6122. FAX (612) 398-6123 ATTENTION:~"eE E~( Date: ~-/~- 9S" Pages to follow: --6- THANK YOU FOR YOUR INQUIRY! To follo~ is ou r quotation for .4N~"'EI2. in which bids open on 12. / //J.. /.2? @ ~: ~~#1 Thankyou for including J-CRAFT equipment in you r quotation. As a service to you and you r customer I have sent a packet including literatu re, specs, and a copy of ou r quotation di rectly to the customer. Any questions concerning au r quote can be di reeted to me at OU r offices. toll free 1-800-864-3828 PHONE: (612) 398-6122 FAX: (612) 398-6123 ~ 4"e: /"'< w,7/ ~/;I ~o h,4':'" . J'I 7;AC"~~;t, ~t!~ I" 1'''''1' .f''''0'~ "'. ~~t' "cJ~ d)'n-p" A-s t,s~eJ /I~: "'k ~ __~..:, $)',~ AiIi,.N~ I'S III- Sh4rAl!1"'~1J ~ ';).~___ aN) tIe(~.fy f/NI'I. Timothy E. Erickson MUNICI PAL SALES , , ! ,J-\..~"'" I J. Nl...w ~6/13/~4 16:11 P.02 RAFT 70127330 ST. KIMBALL. MN 55353 (612) 398.6122 . FAX 612-398-6123 DORDER iii QUOTATION 1 OF 6 PAGE CUST. P.O. DATE TERMS F.Q,B. OCUVERY I APPROVAL 061: 0/94 NET ,^ ^^ All TRUCK MAKE YEAR MOOEL W,B. CA.CT I TRANS. COlOR COOE IlEOUIAeD COMPLETION DATE NAME CITY OF ANDOVBR AlTENTION FRANK STONE ADDRESS 1685 Nil CROSS'roWN BLVD AHDOVER CllY PHONE NUMBER (612) 755-8118 STAlE HN FAX NUMBER 5530-4 ZIP. J~ TANDBK AXLE STEHL STNOq,m.~ GRAVEL BODY. ALL EXTERIOR WELDS 'l'O DB CONTINOOUS. DDtBNSIOlfS : RBFBRBNCE: t<<>DEL H' ~ 14'Q" long x 96" wide 0.0. CAPACITY: ~~ CUBIC YARDS FRONT PAHEL: ....TDBS: i / TAILGo\TE: FLOOR: lINDBRSTRUC'l'URB : REAR APRON: PREP/PAINT: '\ QTY: 1 UlfIT To be :i3" high, 10 gauge 1.607-50 steel construction, with reinforced top lip, and including horiwntal reinforcing. To be ~~" high, !Q gauge 1.607-50 steel construction, with 45. sloped self cleaning rubrails, sloped. self cleaning boxed top rails, board poc:kats front aId rear 'l'O BE DELETED, full depth corner posts, with 2 HQRlZONTAL RIBS PER side panel and 1 CKNTER vertical boxed side post per side. To be 38" high, 10 gauge A607-5O steel construction, ~ panel typa, It" dia top and bottaa hinge pins, 1" thick flaECUt upper hi.nge&, 3/8 alloy spreader chains, ~CUT steel base latches, with ~ linkage. To be 1/4" HARJ)OX 400 steel, with ~" floor to side AND front to floor taper for cleanout. Steel specs are: 180,000 P6i tensile, 400 bri.nnel hardness. To be constructed of ca" x 13.751/ft structural OIANNEL longsills, with Q:t" x 5.41/ft structural channel cr088lllOlllbers, spaced on ~", centers, and gusseted to longs ills . Understructure to be STACKlID, arxl tied fully to front am rear apron (bolster). To include hoist aamt for underbody hoist i.nccrporated into mderstructure. Frame width to be 34". Included, full depth and width, tied to rear corner posts aId floor for strength. Apron does not c:cntain provisions for lights, as this could interfere with sander operations. Exterior of dwpb:xiy will be :i.Jdustrially samblasted, primed, arxl finish coated with (2) coats of STANDARD BNAHEL paint to Etch trock cab. REF. PAINT NUMBER . Urderside shall be umerc:oated standard. PRICES VALID FOR 30 DAYS UNLESS NOTED OTHERWISE i-. ~EPTEO BY: DATE: IKE HOUSE PHIL BY J.CRAFT. INC. 17325 WHITE-CUSTOLER COpy GREEN-SIiOP YELLOW. PROD, COORD. PINK.SAlES GOLD-FIlE ,J-l..KHr I J.N'-'. l:l&/13/':I41&:11 P.l:l3 RAFT 70127330 ST. KIMBALL. MN 55353 (612) 398-6122 . FAX 612-398.6123 I -' o ORDER Ii} QUOTATION PAGE CUST. P.o. DATE TERMS F.OB. DELIVERY lC! APPROVAL .. IJD...f. NR'1' ,^ ^^ AR ,......... TRUCK MAKE YEAR MOO€l W.B. CA.cT I TRANS. COlOR CODE REOUIRED COMPLETION OI.TE NAME 2 OF 6 CITY OF ANDOVER ATTENTION FRANK STORR CITY ANDOVER ADDRESS 1685 NW CROSS'roWN BLVD PHONE NUMBER (612) 755-8118 STATE HM FAX NUMBER _ . 55304 ZIP )IJD FLAPS: Front aId Rear of rear tires, with front set to utilize anti-sail brackets installed COIIplete. CABSHIELD: mIST: " ! yto: PlI1P : VALVE: CONTROLS: ~Kl('{OIR : FILTRATION : 1/3 type, 1~" cabshi.eld, 10 ga ccnst.ruction, with angle bracing, BOLT~ style, PAINTED and ATrACHIID. (SBB ALSO STROBE SYS'l'BH) Make: J~, ttxiel: ~~_JM._ill, Overhang: ~, Capacity: 35"LnJI, NTEA T'ype; V. UNDERBODY, N'l'EA Class: 100, Durp angle: SO-, ~ acting, and includ.i.ng heavy duty solid block rear hinge point and (2) OSHA 8RJIW8d salety prcpl for servicing, WITH STANDARD 2 ~ WARRAHTY ~ IDIB'.r. NCIfB To be direct ~ l:ihtut:'driven-typr.- fti:ake-:-PAImm....iicdel: 'm'lC'~65'. To be PARKER HCV-ISO 9 FUNCTION To provide control for: OOX HOIST, PLOW LIFT, PLOW ANGLE, WING TOB, WI1fG HEEL, WING REAR SLIDE, UNDERBODY BLADE, SPIltNER, AND AUGER. and including EXTERNAL frame 1lIOUnt.ed enclosure and wire harness. To be KAPD PATROL cotIWmHR mdel HA2000A oooplete with alUDilUll adjustable (height & rotation) pedistal, all wirinJ and switches to control functions and accessories. Haunted on cab floor per operator preference. To be 30 gallon frame munted, with sight glass, filler-breather, magnetic drain plug, 100 mesh suction screen, cud gate type shut off vaJ.ve. Filled with hydraulic oil (-40. to -60. pour point) To include low oil/tE!lllll12 volt indicator wired to console. To be return line type, REHOTB IlIOUnted, with replaceable element, cud include OOl'dition indicator. I ':PTED BY: PRICES VAUD FOR 30 DAYS UNLESS NOTED OTHERWISE DATE: IKE HOUSE PHIL J-CRAFT. INC. BY 17326 WHITE.CUSTOMER COI'Y GREEN-SHOP YELlOW.PROO. COORD. PINK.SAlES GOlIHIlE J-l,,;foO.U" T IHC. ~6/IS/~4 16:12 P.~4 - '\ RAFT 70127330 ST. KIMBALL. MN 55353 (612) 398.6122 . FAX 612-398-6123 o ORDER CUST. P.o. TRUCK MAKE ~ QUOTATION 3 OF 6 PAGE OATE TERMS F.O.B. DELIVERY APPROVAL TRANS. COLOR CODE NAME CITY OF ANOOVER ATTENTION FRAJQ( STONE ADDRESS 1685 HW CROSS'l'aIN BLVD ANOOVBR CITY Included ref:!~" behind cab, exhaust, or obstruction. IIXJN'I'ING : PHONE NUMBER (612) 755-8118 HN 55304 FAX NUMBER STATE ZIP : Qf'l'IONS INCLUDED..1B PRICE TAILGATE: 'nI: STROBE SYS: VIBRATOR: SPILLSHIKLD: SIUlPLQIl LI<E1'S : TARP: Airtrip kit with 31" dia x 10" air cyli.rxler, const.ructed of alumi..num, with AISI -304 stainless steel piston rod, o-ring aId u-cup seals. AllDi.m.n ~ air valve, piping am fittings, carpletely installed, with (2) year (24 IIIJIlth) warranty on cylin:ler. To be J-cRAlT custOll\ built, with 3/1." grade 50 pull plate, safety chain loops and PREMIER IIDdel 370 air cushion pinUe hook (90,0001 G'l'W) J-cRAF'l' will relocate air aId electrical connections to rear plate. NO TRACTOR PACKAGE (HAJlD/FOOr alHTROL) INCLUDED (SEE BELOW FOR OPTION!) To be WHBLEN OOT-3 SYSTEM 101-D (4) lio}lt system, carplete with rear steel housings recessed into rear corner posts, with strobe at top, stop-tail-turn in center, and backup light at bottolll. Front IIli.cro edge strobes munted on tubing brackets, fully adjustable in width, with all switches in console, and power SQPPlies in cab. To be PHILLIPS-TBMRO V3000E 12 volt DC unit, installed on dlmp body umerside near LH front comer. To be 12" STANDARD bolt-<>n style, fitted to body, painted, and shipped loose. To be SIGlW.-S7AT DDdel '645-wk <XJalbo halogen headlight with turn signal, fender mounted on heavy duty steel brackets, utilizing rubberized type fasteners to prevent cracking or vibration, and also using factory turn signal nvunting base, while still allOlfing use of factory signal. To be PULL-TARPS noiel S87 with WM7x162 tarp, coaplete with all hardware, llIOW1ted to body, with storage hooks for pull rope. PRICES VALID FOR 30 DAYS UNLESS NOTED OTHERWISE ^_.;EPTED BY: IKE HOUSE PHIL BY DATE: 17327 J-CRAFT. INC. WHITE.CUSTOMIORCOPV GR[[N.S1IOP VEl.lOW.PROO.COORO. PINK.SAlES GOlD me ')-\"I'o.u'"1 .lNl.. ~b/13/~4 lb:13 P.~~ , ,/ a ORDER OUST. P.o. TRUCK MAKE NAME RAFT 70127330 ST. . KIMBALL. MN 55353 (612) 398-6122 . FAX 612-398-6123 ~ QUOTATION PAGE 4 OF 6 DATE TERMS F.O.B. APPROVAL TRANS. COlOR CODE CITY OF ANDOVER ATTENTION FRANJ( STOHR ADDRESS 1685 MW CROSSTOWN BLVD ANDOVER CITY PHONE NUMBER (612) 755-8118 STATE HN FAX NUMBER 55304 ZIP UHDERBLADE: SI'IaiPLOl : ) PLOW HITCH: SIUi WING: SAllDER: To be ROOT ttldel F-5 10' fixed angle right hand discharge (35" to 45"), OOIII>lete with alllllOlU1ting hardware, plUlllbing, and incluling pressure gauge IIO.Illted in cab to nvnitor down pressure. Including an extema! adjustable relief valve, set for 500 P6i on the down side of blade. (NOTE: FUEL TANKS OR OTHER MAJOR ~ THAT MAY BE IN 'J."H! WAY OF PROPERLY I<<X.INTING THE UNDERBLADB, WILL BE RELOCATED AT ADDI'l'IC>>W. COSTS TO THE aJSTCIfBR) To be PALLS )t)del 312-Rtf oonplete with all standard equipll9llt, and includ:inq plow unit to fit FALLS ,U-B hitch syst8ll. Painted (1) FALLS standard LEAD-FRBB paint oolar, and shipped loose in duop OOdy. Plow to incltde (2) curb shoes, and lID trip springs. To be FALLS ~l 'il:'~ heavy duty l:uIpu' to frame hitch syst8lll, <XJq)lete wi th all stardard features, including all IIIJlUlting hardware, plunbing, am lift cylimer. Installed am painted gloss black. To be FALLS Hodel W-ll haavy duty ~RT.'R ~ SOON wing, <DIIJlete with all standard featlu:'es, including all .xmting hardware & plullbing, installed couplete, and painted (1) FWoS staOOard LEAD-FREB paint oolor. To be FALLS ~l .1ASD direct hydraulic drive undertailgate saOO spreader. COOplete with all standard features, and including dual flow control in cab, side spill plates, m'D STEEL spinner assembly, all pllDbing and IIDUI1ting hardware. Installed OOIIIplete and painted (1) FALLS standard LEAJ)-FREB paint color. ROTE: FALLS standard LEAD-FRBB paint color choices are: HIQlWAY ORAHGB, SAFBTY YBLLal, EAR'lH GOLD, RIm, AND BLACK. These oolors IllaY not match all chassis colors 100\, but 001II8 very close to the standard oolors used by the truck a:umfacturers for this type of work. 1 -~EPTED BY: . ) DATE: PRICES VALID FOR 30 DAYS UNLESS NOTED OTHERWISE lKE HOUSE PHIL J-CRAFT. INC. BY 17328 WHlTE-CUSTOMEH COPl' GRfF.N SHOP YELLOW.PROO. COORD. PINK.SAlES GOLD-FILE J-(;f<~FT (He. ~&/I3/~4 1&: 13 P.~& RAFT 70127330 ST. KIMBALL. MN 55353 (672) 398-6122 . FAX612-398-6123 , ) o ORDER IlU QUOTATION PAGE 5 OF 6 CUST. P.o. DATE lEHMS F.O.a DELIVERY APPROVAL TRUCK MAKE TRANS. COlOR CODE NAME CITY OF ANDOVER ATTENTION FRAKK S'latE ADDRESS 1685 NW CROSS'l'am BLVD MmOWR PHONE NUMBER ~~2) 755-8118 Cm' STATE HN ZIP 55304 FAX NUMBER RELOCATIOH OF MAJOR EQUIPHEHT to provide proper IIIOUl1ting of stDf removal equipment is not included in price. If such work is required, you will be advised as to the extent of relocation ll9Ce&Sary, and the charges for such work. JD6" 11'11" tI~to.~. f.. HEr PACXAGE PRICE $ ~ ~~_~ r D': I. ~j,.- ~'! oS.+'" *6.5' MN SALES TAX *_. R"p...~q ~,1- 1v~~ ~.'> TOTAL PRICE $ ~ ~()~ D' f1-' f-( to,t. ~aterial goods (only) are taxable under HN statues, installation labor is nan-taxable. ALTERNATE BID "A" TYLER FLUID POWER zero velocity air powered Balder systeJI in lieu of FALLS Hodel llASD, inst.alled OOllplete ADD '.8.'1t'~ PLUS TAX ALTERNATE BID "B" TYLER FLUID POWER prewetting system, OOllplete with tank, and cab controlled PlDP, installed. ADD'~ ,;". PLUS APPLICABLE TAX AhtI.~r;7Z' ) ALTERNATE BID "e" SUPRRSLIDE LIHKR (HMW POLYImmLBNB) 120" wide (laps sides by ~ 20") installed an floor only, full length, 3/3" THICK ADD $ /~5. PLUS TAX HOT USABLE WITH ASPHALT! : QUICKSILVER LIHKR (UHHW POI,YB'l'HELBNR) 120" wide (laps sides by awrox 20") installed on floor only. full length, 3/8" '!'HICK ADD *~.Q.~ PLUS TAX USABLE WITH ASPHALT onIONS HOT ~UPm> IN PRICING TRAC'l"OR After market HAND & FOOT control trailer air package, a:lIIplete with PACKAGB: all valves, plLllbing, gladhands, and controls i.nsta.1led and pltllQd to truck chassis. ADD $661l.QQ PLUS APPLICABLE TAXES PRICES VALID FOR 30 DAYS UNLESS NOTED OTHERWISE , -~EPTED BY: . ) DATE: IKE HOUSE PHil BY ~~;k:J ~Y20 -CRAFT. INC. 17329 WltlTE.CUSTOMER COpy GREEN.SHOP YELLOW. PROD. CODRD. PINK-SALES GOlo.FILE J-\"tO"'II'" I IN!.:. IH./l3/~4 16: 14 P.1l7 RAFT 70127330 ST. KIMBALL, MN 55353 (612)398-6122. FAX612-398-6123 , a ORDER Ii) QUOTATION 6 OF 6 PAGE CUST. P.O. Do\TE TERMS DeLIVERY F.Q,S. APPROVAL TRUCK loW(f TRANS. NAME CITY OF ANDOVER ATTENTION FRANK S'1'a(B ( 612) 755-8118 ADDRESS 1685 NW CROSs'l'OWN BLVD ANDOVER PHONE NUMBER CITY HH 55304 FAX NUMBER STAlE ZIP PLOW r.DmR: SUPERSLIDB 1/8" thick polyethylene IIlOldboard liner kit, with stainless steel fasteners provided and installP.d to face of snow ploH. Will heighten plowing Productivity by reducing friction of snow an mldboard, providing you with fuel savings. ADD $~30, QO PLUS APPr.ICABLB TAXES. ZI~ standard 2 part process applied to chIl() body underside, am inside vertical box braces, am/or including front anlJ rear corner ~ts. ADD 1___ Pfi''i 1-._;::11--11 ':_liS (/.Kt:!4-<./d // ..::2ft~) RUS'lPROOPING: BACKUP ALARM: 70 be PRBCO JOOdeI 230 electronic bacIa.I> alarDl, installed and wired to reverse circuit. ADD $7.~.OO PLUS APPLICABLE TAXIS " ) PRICES VALID FOR 30 DAYS UNLESS NOTED OTHERWISE CCI=PTED BY: . \ ) IKE HOUSE PHIL .- ~ r -L""-- ~ BY ';'~i. . c.c,....,. -CRAFT, INC. 17330 DATE: WHlTE,CUSTOMeR COPY GREE....SHOP YELLOW.PROD. COORD. PINK.SALES Ga.o FR.E ~"I_"'."."I""- .. CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Reports of Staff, Committees, Commissions Todd J. Haas, Engineerinv APPROVED FOR AGENDA AGENDA t-O. SECTION ORIGINATING DEPARTMENT 1995 MSA street Program ~~ ITEM t-O. 1. The City Council is requested to review and approve the 1995 MSA construction of Tulip Street NW. The Road Committee has reviewed the Public Safety Committee recommendation and agrees with the MSA priorities as follows: 1. Tulip Street NW between 161st Avenue NW and 169th Lane NW 2. Crooked Lake Boulevard NW between 133rd Avenue NW and Bunker Lake Boulevard NW 3. Ward Lake Drive NW between 171st Avenue NW and 175th Avenue NW others That Were Considered - 149th Avenue NW between Round Lake Boulevard NW and Nightingale Street NW - 165th Avenue NW between valley Drive NW and Tulip Street NW - 167th Avenue NW between Verdin street NW and Hanson Boulevard NW If the City Council agrees to Tulip street NW, City staff will begin the Chapter 429, Laws of Minnesota procedures at next City Council meeting. Note: After all MSA projects are completed, approximately $55,000 is available for this remaining year plus $400,000 that should be available for the 1995 construction season. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACfION DATE June 21, 1994 AGENDA t-D. SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA Discussion ITEM t-D. Planning Septic Inspection Discussion City Planner g-. ...He ........y .... UH LJuue I, ..."".. U .~........... ..u ~ ..... QHU disclose the following questions that were cited at the meeting. 1. Is the Metropolitan Council being consistent in requiring cities to require biennial inspections of individual on-site septic systems? Staff contacted Carl Schenk, Environmental Planner and Jim Larson, Environmental Engineer/Senior planner and discovered that very few communities are requiring biennial inspections of on-site septic systems. Only those communities who have requested comprehensive plan amendments have been mandated to implement the inspection program. Very few communities have requested amendments since Andover's amendment submitted in 1993. In fact, some communities have withdrawn amendments to comprehensive plans, choosing not to adopt a policy or ordinance requiring biennial inspection of septic systems. Inver Grove Heights is, from what Staff understands, the only community requiring biennial pumping of on- site septic systems. The primary reason Inver Grove Heights is requiring biennial inspection is the cost of hiring additional staff to implement the program. Staff has contacted Inver Grove Heights and will present the information at the meeting. 2. What is the cost of pumping versus an inspection by a certified inspector? The Building Department has indicated that to pump an on-site septic system the cost would be around $90. The cost of inspecting the system as well as the administrative and equipment costs would exceed the cost of requiring pumping. NOTE: If the Council chooses to require biennial pumping, Ordinance No. 37 will have to be amended. The City does have an obligation to at a minimum require biennial inspections as adopted in Ordinance No. 37. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACfION DATE June 21, 1994 Reports of Staff, Committees, . ",,,,;nn,,, Dick Fursman, Administration APPROVED FOR AGENDA AGENDA t-O SECTION ORIGINATING DEPARTMENT ITEM t-O. Roofing Study Report ~ BY: 9. The City is in receipt of the roofing study report done by GME Consultants, Inc. of Minneapolis. The roofing evaluation was done for the City Office Building and Fire Station #3/Public Works Garage. The report indicates that some of the components in the roof are missing. Typically, fasteners either were not installed properly or not installed at all. The budget estimate to repair both roofs would be $3,000-$4,000. A complete re-roofing of the city office building would cost between $35,000-$40,000. Options The fire station/public works garage will be maintained and used for an indefinate period of time and therefore, the roof should be repaired. In questions is the future use of city Hall. It is within the realm of possibilities that a new City Hall could be under construction within 12 months. The ultimate fate of the present City Hall should be the determining factor in whether or not a roof repair should be done at this time. In any case, if the building is to be repaired both projects should be done simultaneously for the least cost. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Reports of Staff, Committees, r;"mmic:c:innc: Dick Fursman, Administration APPROVED FOR AGENDA AGENDA 1\0. SECTION ORIGINATING DEPARTMENT ITEM 1\0. utility Billing proposal Daryl Sulander, Finance IBY:. / , ~~ t~ /0. The City has an opportunity to team with Anoka Electric Cooperative (AEC) to have the City's utility billing done through AEC's billing department. Electric service for the City of Andover is provided exclusively by AEC. AEC recently completed the investment of several millions of dollars developing a billing system which is cost effective and has the ability to add on the City's utility charges. The approximate cost for the City to prepare a utility bill is $1.89 per bill, or $29,700 a year. It costs approximately $8,000 a year, $.51 per bill additional to read meters, totaling 16 weeks of time. The total cost of utility billing services provided by the City is approximately $38,000. AEC would be able to provide full service at approximately $17,000 per year for a cost savings of $21,000. If the City were able to have AEC take over the utility billing, additional time could be spent by staff on projects being pushed aside now. The Public Works Department staff which reads meters would be freed up to continue working on projects which are always understaffed. In addition, people in accounting would be able to switch efforts into areas such as maintaining fixed assets records which is currently not done, evaluate budgeting procedures under a new performance budgeting guide giving the City the opportunity to measure the effectiveness of present staff procedures. By switching to AEC the City will be able to maintain present staff levels and still respond to the growing demand for services from the Public works and Finance Departments. CONTINUED MOTION BY: SECOND BY: TO: Timetable / If the City Council requests staff to look into the proposal further, a representative from AEC would come to the Council and go over the program. A possible schedule for implementation of such a takeover would have AEC run the billing in conjunction with the City in the fall to compare accuracy and see what, if any, bugs would require further attention and then takeover completely for the January 1995 billing for Oct-Dee Service. , ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21. 1994 Salary Adjustment/Planner Dick Fursman, Administration ~ APPROVED FOR AGENDA AGENDA t-O. SECTION ORIGINATING DEPARTMENT Reports of Staff, Committees, rnmmi<:<:inn<: ITEM t-O. BY: II. At the December 21, 1993 City Council meeting the Council adopted the 1994 Salary Plan. It was decided at that time to bring the City Planner closer to the Stanton average. This was to be done in two stages. Since the December meeting, the Planning Department has added an additional full time and one half time employee. This has increased the level of supervision and expanded the number of duties the City planner handles. I am recommending several changes which have been reviewed with the members of the Personnel Committee individually. Background The Planners present wage (salary) is $37,500 compared to the 1993 Stanton average of $52,400. An unusual attribute of the position is the overtime earned. Department head positions are typically overtime exempt. The exception has been made in this case because of the relative low level of pay. In 1993 $7,408 was earned in overtime. If the planner was to match that amount in 1994 the annual adjusted salary would be $44,764. This is close to the Stanton target of 85%. Any salary adjustment consideration must take into account the total compensation picture. Also, a change in status seems warranted ai this time. CONTINUED MOTION BY: SECOND BY: TO: Salary 1 / I would propose that an increase of 1.5% over the present salary (plus overtime equaling $44,764) be given at this time for a total of $45,400. status I also recommend the status of the planner be changed from overtime eligible to overtime exempt. Time spent at 2 regular Council meetings would be considered part of the salary, any other time would be eligible for compensatory time. I caution against the practice of not granting compensatory time for meetings outside of regularly scheduled Council meetings. The Fair Labor Standards Act is quite clear in treatment of salaried employees. Requiring workers to perform outside of a 40 hour work week without overtime pay is considered suspect (see enclosed Cities Bulletin). Salaried employees clearly expect to put necessary work hours in as needed to meet deadlines. This means some unorthodox work hours well into the evenings and weekends. Title change The Planner now has over-site responsibilities and a broader range of activities to consider which were formally with other departments. I recommend the title of Planning Director be granted as well. For summary the following status changes are recommended. 1. Title change from planner to Planning Director. 2. A 1.5% increase in pay from $44,764 to $45,400. 3. A change from overtime eligible to overtime exempt. ) Regular Andover City Council Meeting Minutes - December 21, 1993 Page 6 / (Non-Discussion Item~J Continued) 14. Release Partial Escrow/Timber Meadows ($4,175) 15. Approve Kelsey/Round Lake Park Grant Agreement 16. Approve Plans & Specs/IP93-10/SuperAmerica (See Resolution R299-93) 17. Receive Feasibility Report/IP93-18/13828 Round Lake Boulevard (See Resolution R300-93) 18. Receive petition/IP93-29/watermain/13836 Round Lake Boulevard (See Resolution R301-93) 19. Receive Feasibility Report/IP93-29/13836 Round Lake Boulevard (See Resolution R302-93) 20. Approve Final Payment/IP93-2/Pinewood Estates 2nd (See Resolution R303-93) 22. Establish Forestry Fund/Transfer Funds (See Resolution R304- 93) 23. Receive November Financial Statements 24. Declare Costs/Order Assessment Roll/IP92-3/Pinewood Estates and IP93-2/Pinewood Estates 2nd (See Resolution R305-93) Motion carried unanimously. ADOPT 1994 SALARY PLAN -* Councilmember Jacobson reviewed the salary plan for 1994 as approved by the Personnel Committee. The recommendation included a larger increase in two stages for the City Planner to bring that salary more in line with the Stanton Report. In addition, a Building Inspector and the City Clerk were given additional increases to equalize their salaries. There were many housing units this year for the Building Inspectors; and Andover's City Clerk does a number of other tasks that other city clerks are not required to do. MOTION by Jacobson, Seconded by Knight, to pass on that salary schedule for 1994. Motion carried unanimously. AMEND ORDINANCE 19 MOTION by Jacobson, Seconded by Perry, an Ordinance amending Ordinance No. 19, an Ordinance adopting the Minnesota State Building Code. Motion carried unanimously. APPROVE GAMBLING EXEMPTION PERMIT/ANDOVER ALANO SOCIETY MOTION by Knight, Seconded by Perry, to so move (approve a gambling ., exemption permit to the Andover Alano Society for up to five events in J 1994) Motion carried on a 4-Yes, 1-No (Jacobson) vote. League of Minnesota Cities 1[lilE Cities Bulletin Number 15 June 19, 1992 Courts threaten FLSA exemption for salaried employees ! Recent federal district court rulings threaten the status of salaried professional, administrative, and executive employees under the federal fair labor standards act (FLSA). 1Wo separate decisions expanded a 1990 ruling which prohibited employers (state and local units of government) from deducting wages from salaried employees for absences ofless than one day. (Abshire v. County of Kern, CA.) These rulings could mean cities are liable for past overtime compensa- tion and damages for employees who hold local executive, professional, or administrative positions. The League is working with the National League of Cities and city managers, administrators, and person- nel directors to obtain federallegisla- tive and/or regulatory relief. LMC has also sent letters to U.S. Department of Labor Secretary Lynn Martin and all members of the Minnesota congres- sional delegation. The League will continue to urge the federal govern- ment to give cities authority to manage and account for employee workhours. . ] Background In 1990, the U.S. Court of Appeals for the Ninth Circuit (western states excluding Minnesota) ruled that an employee is not considered salaried if hislher wages are subject to deduction for absences of less than a day. That means the employees would not be exempt from 40-hour workweek and wage standards, which would qualify them for overtime pay. Even though the employer may not actually dock such an employee for partial missed days, the court said that the mere fact , \., ) that pay was "subject to" being docked was sufficient to remove the employee's FLSA-exempt salaried status. Attorneys said that the court could trod public employers liable for overtime pay for such employees at a rate of one and one-halftimes regular pay back to September 1987, as well as for liquidated damages equal to the amount of actual damages. Total liability under the rulings to date could be as much as several billion dollars. New rulings In February 1992, the U.S. District Court in California expanded the Abshire ruling to prohibit city person- nel policies that require professional, executive, or administrative (salaried) employees to use accrued sick or vacation leave for absences ofless than one day. The court also held that the following city employment practices were inconsistent with salaried status: IY Requiring salaried employees to work according to a prescribed schedule; \J Requiring salaried employees to maintain a record of hours actually worked during pay periods; lJ Requiring salaried employees to accrue compensatory time; t..I Calculating wages by multiplying ,~ the number of hours worked tiiile~ I the rate of pay; and I. Sub(ecting salaried em~oyees to , ~pekiorr'for disciplinary reasons. . In May, in Morsch v. City of Los Angeles, the U.S. District Court in California went even further, ruling that the following city employment practices and personnel policies are inconsistent with FLSA provisions for salaried employees: See FLSA, Pf;l State auditor pl(t>lishes report on city spending Cities need to comment on report at truth in taxation hearing State Auditor Mark Dayton citizens information with which to released a report on June 9 listing demand accountability from their the 1990 per capita "total current city officials. Citizens can compare expenditures" for Minnesota cities their city's spending with the over 2,500 popuIation. The 53-page spending of other similar Minnesota report includes considerable analysis cities. If their city's spending is and comments on the differences high, they should ask to know the between cities in per capita reasons why." He urges use of the spending. report this fall in connection with According to Dayton, ''The proposed property tax (truth in purpose of this report is to give S City' d' g ge 4 ee spen In ,pa \ " .r' ,.. "..-. H...... i (7- '4. ~es f \ J. Primary reimbursement requires patience FLSA, continued from page 3 . Hours worked are controlled by the city; . Employee may not absent self from work without supervisor's permis- sion; . Absences without an excuse are subject to discipline; . Absences ofless than one day are deducted from accumulated leave or overtime in six minute increments; . Employee recording on departmental time sheets of time spent on duty as wel1 as all leaves of absence; . Compensation for overtime on an hourly rather than a time and one- half basis; . Suspension from duty without pay for disciplinary reasons. Current response LMC, the National League of Cities, and the International Personnel Management Association (IPMA) support federal legislation and/or regulatory changes to exempt profes- sional, executive, and administrative employees from the FLSA salaried test even if their pay is not on a salaried basis. Without legislative or regulatory changes, many highly compensated employees may be entitled to overtime compensation subjecting cities to extraordinarily costly f'mancial liability. Last fall the U.S. Department of Labor issued interim fInal and pro- posed regulations that would have exempted executive, administrative, and professional employees from FLSA overtime requirements even if the city doesn't pay them on a salaried basis. But, the two recent federal district court rulings invalidated those regulations because of the department's failure to follow the federal administrative procedures act. The League urges city officials to send letters to the U.S. Department of Labor and to Minnesota senators and ~presentatives in Congress to request unmediate action to relieve the unacceptable and costly impact of recent court rulings. AH The Secretary of State's Office is digging out from under thousands of reimbursement requests for presiden- tial primary expenses from local units of government. Patience is the watchword for those who have re- quested compensation for election and administrative costs associated with the primary. " No information is available on the total expenditures cities submitted and there is no indication when the state wil1 provide reimbursement. The secretary of state will apportion funds for all eligible expenditures once the office determines totals. The applica- tion deadline for reimbursement was June 8.AH Mandatory seatbelt law didn't change At the League legislative wrap-up workshops, there was a question whether the Legislature passed a bill this past session to strengthen the state law which makes seat belt usage mandatory. The answer to the question is no. The law, Minn. Stat. 169.686, remains unchanged. A peace officer may not issue a citation for a violation of the mandatory seat belt law unless the officer lawfully stopped or detained the driver of the motor vehicle for a .. moving violation other than a violation, involving motor vehicle equipment, and violations of the law cannot be recorded on a person's driving record. JJ League sets 1993 policy committee dates Larry Bakken, mayor of Golden Valley and president of the League of Minnesota Cities, announced meeting dates for the six LMC policy commit- tees for 1992-93. Committee members will receive official notifIcation of their assignments by letter on June 29. Committees will meet on the fol1ewing schedule. Development Strategies: 1 p.m. to 4 p.m.--MondaYs, July 20; August 17; and September 28. Elections and Ethics: 1 p.m. to 4 p.m.-WednesdaYs, July 22; August 19; and September 30. Federal Legislative: 9 a.m. to 12 noon-Fridays, July 24; August 21; and October 2. General Legislation and Personnel: 9 a.m. to 12 noon-ThursdaYS, July 23; August 20; and October 1. Land Use, Energy, Environment, and Transportation: 9 a.m. to 12 noon-- Thesdays, July 21; August 18; and September 29. Revenue Sources: 1 p.m. to 4 p.m.-Thursdays, July 23; August 20; and October 1. .Tnnp. 1 Q. 1 QQ2 Printed on recycled paper Page 3 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION / DATE June 21, 1994 AGENDA 1'0. SECTION ORIGINATING DEPARTMENT Reports of Staff, Committees, . ",c,;n"", Dick Fursman, Administration APPROVED FOR AGENDA ITEM 1'0. 1995 Budget Schedule BY: ~ /rJ. . A budget schedule for 1995 has been proposed by Finance Director Daryl Su1ander. The proposed schedule is as follows: Tuesday, May 31 - Distribute Worksheets at Staff Meeting Thursday, June 23 - City Council Work Session 1995 Priorities, Goals and Objectives Thursday, June 30 - Departmental Worksheets Due Back to Finance ; for Compilation Thursday, July 28 - Council Budget study Session #1 Thursday, August 11 - Council Budget Study Session #2 Tuesday, Sept. 6 - Adopt Proposed Levy and Proposed Budget Set Truth in Taxation Hearing Date For its part, staff will be holding some mini-strategic planning sessions in June to coincide with City Council 1995 Priorities, Goals and Objectives. staff will be attempting to upgrade the budget process and evaluation to a performance base budget as opposed to strictly line item. This concept will be developed throughout the budget process and future discussions. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Reports of staff, Committees, . ",,,,inn,,, Dick Fursman, Administration APPROVED FOR AGENDA AGENDA f\O SECTION ORIGINATING DEPARTMENT ITEM t-O. Domestic Abuse Prosecution plan vay: I 1-3. City Attorney Bill Hawkins has indicated that a Domestic Abuse Prosection Plan has been established for the City of Andover as mandated by the Minnesota Legislature. The plan is enclosed for your review and possible discussion. Attorney Bill Hawkins will be the presenter on this item. \ / MOTION BY: SECOND BY: TO: / CITY OF ANDOVER DOMESTIC ABUSE PROSECUTION PLAN I. DEFINITIONS ''Domestic Abuse" means physical assault, threats of assault, terroristic threats, or sexual assault committed against a family or household member or against a person with whom the person previously resided or had an intimate relationship regardless of marital status. (1) The victim may be male or female. The defendant may be male or female. The sexual relationship may be same-sex or heterosexual. (2) For purposes of this domestic abuse prosecution plan charges shall include assault, violation of an order for protection, violation of a restraining order, criminal damage to property, disorderly conduct, stalking/harassment, false imprisonment and trespassing. "Family or Household Membe.... means spouses, parents and children, and persons related by blood. Persons who are presently residing together, who have resided together in the past, who have had a sexual relationship, or who have a child or unborn child in common, regardless of whether they have been married or lived together at any time are also considereq family or household members. \ J "Advocate" as used in this plan refers to Alexandra House advocates and other community representative who assist victims. II. DOMESTIC ABUSE PROSECUTION GOALS / \ J This office recognizes that domestic abuse is a crime and offenders will be aggressively prosecuted. The goals of prosecution are to: 1. 2. 3. Protect victims and their families from further abuse. Deter abusers from committing violent acts against the victim or others. Increase the effectiveness of domestic abuse prosecutions by better coordinating victim advocacy and services with the criminal justice system and making the system more accessible to victims. Identifying that the focus and responsibility for prosecution of involved charges rests with the prosecuting authority and not the victim. Developing all relevant evidence in support of charges including evidence from sources other than the victim. Ensuring that the process does not discourage the victim from seeking future assistance. Encouraging victims to seek assistance. 4. 5. 6. 7. -1- I , J III. DOMESTIC ABUSE PROSECUTION POLICIES This_9l:fi~_ reQ9..9Di?':~!i1ha!Jhe ~9mQl~_~nalTlj~Jes~!lt in-.9.()m~s!lcjlQuse cases mean that extra time, effort, and cooperation are required in some cases between law enforcement, prosecution, and advocacy services to protect the victim and serve the state's interest in prosecuting crimes. The following principles should be observed: Charging or Declining Cases: The prosecutor's decision of whether to charge a case should be made promptly. The victim's availability or willingness to testify will be one factor the prosecutor considers. If the prosecutor decides not to charge a case, a decline letter must be sent to the victim. M.S. s611A.0315, Subd. 1. Victims who inform the prosecuting authority that they wish to drop charges or have a no contact order lifted will be advised that such decisions are controlled by the prosecuting authority and not the victim. Victims will be referred to the advocate for resources to aid them in dealing with some of the obstacles that a no contact order may create. The prosecutor may insist that the victim appear in court and state the reasons why the victim wishes to have the contact order lifted or the charges dropped. Victim Recantation, Refusal to Testify or Disappearance: Any time a recantation, refusal or disappearance occurs, the prosecutor shall make an assessment of the case, in consultation with the advocate, if available, to determine the feasibility of proceeding. The prosecutor or advocate should advise the victim of the impact on the case if the victim does not testify. The prosecutor's decision must be made on a case by case basis. In determining the merits of whether to proceed without a victim, the prosecutor should consider, among other things, and not in order of priority: 1. The likelihood of serious future injury to the victim. 2. The credibility of the victim's recantation in light of other evidence. 3. The seriousness of the charges and the victim's injuries. 4. The feasibility of proving the case without the victim or with impeachment of an uncooperative victim by use of any and all admissible corroborative evidence. 5. The likelihood the defendant will reoffend. 6. Whether the victim is likely to testify truthfully if compelled by subpoena. 7. The victim's wishes including the reason for recantation, refusal or disappearance. 8. The defendant's criminal history. -2- I j \ / / If a case was originally declined because the victim was unavailable or unwilling to testify, but the victim subsequently reappears and wants to prosecute, the ca~e. slloulcLtle res~bi'}it!~d I:ln,(Lr~_c;onsideleJL__T.b!LPr:.osecutQL l:jnd_advocate should typically meet with the victim and assess the feasibility of the proceeding. Dismissals: It is within the prosecutor's sole discretion whether to dismiss a case. Minnesota Rules of Criminal Procedure 30.01. Whenever the prosecutor dismisses charges in a domestic abuse case, the prosecutor shall make a record of the specific reasons for dismissal. If the case is dismissed because the victim is unavailable, the reason for the victim's absence should be indicated, if known. M.S. S611.A.0315. The court may also dismiss a case for lack of probable cause or unwarranted delay. Minnesota Rules of Criminal Procedure 11.03 and 30.02. Prosecutor's Contact with Victim: The prosecutor shall make reasonable attempts to contact the victim before pretrial to determine the accuracy of the policy report, the existence of additional evidence, the victim's concerns and appropriate disposition of the case. Whenever possible, the disposition should balance the victim's wishes, long-term protection of the victim} and the public safety needs of the community. The prosecutor makes the ultimate decision on charging, plea negotiation, and case dismissal. Regardless of other contact by the prosecutor's office or other agencies, a letter should be sent to every victim after a first appearance, with notice of the charges filed against the defendant, the name of the prosecutor, outcome of the first appearance, the office telephone number and the date and nature of the next court appearance, the name and telephone number of the advocate and general information regarding the court process. Prosecutors should maintain contact with victims and let them know the outcome of each stage of prosecution. This can be done personally, by a legal assistant, or by an advocate. The prosecutor or advocate should acquaint the victim with how the criminal justice process works, the victim's legal rights, and the victim's roie in the prosecution. Advocacy Services: Advocacy plays an important role in the prosecution of domestic abuse cases. The advocate and prosecutor should keep one another informed on the status of the victim. The prosecutor and advocate should meet with the victim when preparing for trial. Advocacy services will be provided to domestic abuse victims as resources permit. Such services will be provided by Alexandra House through coordination with the prosecuting authority and the Anoka County Sheriffs -3- " ) office. When advocates are not available, the prosecutor's office will maintain contact with the victim and inform him or her about the prosecution process and services available. ----~-------------_.~----- First Appearance/BaiUNo Contact Orders: Currently prosecutors do not appear at first appearances. It is anticipated that prosecutors will begin appearing at first appearances as of January 1, 1995. Correction officials will attempt to contact the victim to determine if a no contact order is requested. In cases where the prosecuting authority attends the first appearance, the prosecuting authority shall request a no contact order in most cases and in all cases where the victim cannot be reached prior to the hearing. Prosecutors or advocates should advise the victim that: 1. A no contact order prohibits the defendant's appearance at or near the victim's residence and place of employment, as well as contact by phone, in writing or through a third party. 2. The victim may seek a civil order for protection or a harassment restraining order and how to obtain one. M.S.~518.01, Subd. 4.; and 609.748. 3. Violations of no contact orders or any harassment of the victim and other witnesses should be reported immediately. ' 4. No contact orders will be vigorously enforced and prosecuted. \ I Plea Negotiations: Plea negotiations are within the prosecutor's sole discretion. A probationary disposition may be appropriate in felony domestic abuse cases which carry a presumptive prison sentence. Factors which may be relevant include but are not limited to: 1. Case assessment by the prosecutor. 2. Wishes of the victim. 3. Defendant's treatment needs and amenability to treatment. 4. Benefits of a supervised long-term no-contact order with the possibility of prison for noncompliance. 5. Other probation conditions such as domestic abuse counselling,chemical dependency treatment, and restitution. A pre-sentence investigation should be requested in all domestic abuse cases. Whatever settlement is reached whether between the prosecution and the defense or the defense and the court, the victim must be notified of all terms and conditions. This includes any limitation on jail time for good time, probation, credit for time served, work release, the impact the disposition will have on enhancement of future cases, and any other factors affecting the length of time served. -4- Right to a Speedy Trial: The victim has the right to request that the prosecutor , demand a trial within 60 days. M.S. 9611.A.033, Subd. 1; and Minnesota Rules _~____-9LCrirnjnaIEr:9cecjure 1.t19-'-___C_urren!}\nokl:lj::.Q!!nJy_pr.actic~~J>rOvid~ttJaL~.1 cases of domestic assault will be scheduled for trial within 45 days of the time of the first appearance. Trial Preparation: Whenever possible, the trial prosecutor and advocate, if available, should meet with the victim before pretrial. This not only allows for a more accurate assessment of the case but also for the development of additional information which may substantiate more serious or different charges. Upon review, should the prosecuting authority determine that consideration of more serious charges should be reviewed, the prosecuting authority shall forward the case to the Anoka County Attorney for consideration of felony charges. Subpoenas: Victims should be subpoenaed for trial and at other times when their appearance is necessary. The prosecutor or advocate should explain to the victim that he or she is not responsible for the prosecution but is a subpoenaed witness like any other witness in a prosecution brought by the state. A witness is entitled to be reimbursed $10 per day plus mileage and up $40 per day for additional expenses such as meals, child care and wage loss. M.S. 9357.22. Trial - Separation of Witnesses: Every effort should be made during court appearances to keep the domestic abuse victim in a safe area separate from the defendant and his or her supporters while waiting to testify. Sentencing/Probation Violations: The prosecutor or advocate should advise the victim of his or her rights regarding sentencing including restitution, victim impact statement, the right to be present and speak at sentencing, and the right to notice of final disposition. M.S. 9611A.02. For a prison sentence, the prosecutor's office should explain to the victim how to notify the Commissioner of Corrections for notification of release, escape or failure to return from furlough. M.S. 9611A.06. Whenever a domestic assault defendant placed on probation violates the conditions of probation and is ordered to return to court the prosecutor shall immediately notify the victim of said hearing and consult with the victim regarding potential disposition. The prosecutor and the advocate should coordinate efforts to notify one another and the victim of such hearings. When the probation violation involves acts of violence or relates to the victim's safety or potential safety. the prosecutor shall request additional executed jail time. -5- J Law Enforcement Investigation and Training: The prasecutar's affice shall . caaperate with lacal law enfarcement agencies in preparing and participating in _~~___-----.law--.enforcemenltraining_onjjomestic_ab.use_--.A.copy _QLth~pmsecutian..plan shall be provided to. the Aneka Caunty Attarney and the Anaka Caunty Sheriff's office. Implementatien and Review: This plan will be reviewed on May 1st af each year and from time to. time by the prasecuter's effice, the advocate and the law enforcement agencies to evaluate whether it is meeting its geals and whether revisiens are needed. Effective Date: The effective date af this plan is June 1, 1994. cc: Robert M.A. Johnsan, Esq. Anoka County Attorney ) Kenneth Wilkinsen, Anaka County Sheriff Michael S. Jardan, Commission af Public Safety Ms. Linda Johnsen, Alexandra House -6- " , CITY OF ANDOVER REQUEST FOR COUNCIL ACflON DATE June 21. 1994 Non-Discussion/Consent Item Dick Fursman, Administration ~ APPROVED FOR AGENDA AGENDA t>O. SECTION ORIGINATING DEPARTMENT ITEM t>O. BY: Assistant Weed Inspector /4 With the hiring of a Code Enforcement Officer, a shift in the duties of Assistant Weed Inspector is requested. The Code Enforcement Office spends a number of hours each day out in the field. It would be a logical choice to serve as the Assistant Weed Inspector for the City. Staff is recommending that the duties so described be assigned to Jeff Johnson on a permanent basis beginning immediately. MOTION BY: SECOND BY: ) TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACfrON DATE June 21. 1995 AGENDA t-n SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA T\Tnn..ni "r""""~ ~~ /r"~~_~~" ITEM f'O. Approve No parking/Bunker Lake Boulevard/Golf Tourn. ~ T.J. Haas \Y Engineering /5. The City Council is requested to approve the attached resolution to allow the location of temporary No Parking zones during the Senior PGA Golf Tournament August 15 - 21, 1994. MOTION BY: SECOND BY: TO: , j CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA NO. R A RESOLUTION DESIGNATING LOCATIONS FOR TEMPORARY NO PARKING ZONES DURING THE SENIOR PGA OPEN FROM AUGUST 15, 1994 THROUGH AUGUST 21, 1994 TO BE HELD AT THE BUNKER HILLS GOLF COURSE. WHEREAS, the temporary no parking zones are to be located at the following locations: 1. CSAH 78 (Hanson Boulevard) from 133rd Avenue N.W. to County Road 116 (Bunker Lake Boulevard). 2. County Road 116 (Bunker Lake Boulevard) from CSAH 78 (Hanson Boulevard) east to the Ham Lake City Limits. WHEREAS, the Anoka County Highway Department will be responsible for the installation of the signs prior to August 15, 1994 and removal of the signs when the tournament has concluded. \ ) NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover to designate temporary no parking zones as requested by the Anoka County Highway Department. Adopted by the City Council of the City of Andover this 21st day of June , 1994. CITY OF ANDOVER Attest: J.E. McKelvey - Mayor Victoria Volk - City Clerk J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 AGENDA t\O. SECTION ORIGINATING DEPARTMENT APPROVED FOR AGENDA Non-Discussion/Consent Admin. ITEM 1\0. Amend Ordinance 95/ Boulevard Encroachment v. Volk ~.O . BV~ If,. With the recent addition of a Code Enforcement Officer, the City Council is requested to adopt Ordinance 95B, an amendment to the Boulevard Encroachment Ordinance. The original ordinance gives the authority for enforcement of this ordinance to the Building Official. Staff recommends that the Code Enforcement Officer be responsible for the enforcement of the ordinance after being authorized by the City Administrator. Attached is the ordinance amendment. MOTION BY: SECOND BY: I TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA '\ , / ORDINANCE NO. 95B AN ORDINANCE AMENDING ORDINANCE NO. 95, KNOWN AS THE BOULEVARD ENCROACHMENT ORDINANCE. The City Council of the City of Andover hereby ordains: Ordinance No. 95 is amended as follows: Section 3. Permit Any person who intends to place an encroachment as defined herein within the public right-of-way shall obtain a permit prior therto from the B~i!eiA~ e~~ieia! City of Andover unless such encroachment s excepted pursuant to Section 4 hereof. No permit shall be granted for encroachments which would be considered nuisances as defined in Section 5 herein. Section 9. Enforcement \ ; The B~i!eiA~ e~~ieia! Cit authorized desi~nee shall be respons~ e t e prov~sions of this ordinance. Upon determining that a violation of the provisions of this ordinance exists, the B~i!eiA~-e~~ieia! Cit Administrator or his dul authorized desi nee shall, in wr~t~ng, or er t e ~scont~nuance 0 t e nu~sance and shall order the action necessary to abate such nuisance. Such order shall be served upon the owner and/or occupant of the premises involved, in person or by certified mail. The B~i!eiA~-e~~ieia! City Administrator or his dul authorized desi nee shall give the a ecte part~es a reasona e per~o 0 tlme to abate the nuisance, which time may vary depending upon the nature of the encroachment. The B~i!eiA~ e~~ieia! City Administrator or his dula authorized designee may extend the time for complaince upon goo cause being shown by the affected party. In no instance shall the time for compliance be less than seven (7) days nor more than six (6) months. Section 11. Appeal Any party aggrieved by an order of the B~i!eiA~ e~~ieia! Cit~ Administrator or his dul authorized desi nee may appeal suc ec~s~on to t e An over ReVlew Commlttee. T e appeal must be taken within seven (7) days after the receipt of a written order from the B~i!eiA~ e~~ieia! City Administrator or his duly authorized designee, by the filing of a notice of appeal on forms provided by the B~i!eiA~ e~~ieia! City Administrator or his duly authorized designee. Such notice of appeal shall contain the names and signatures of all parties aggrieved and the grounds upon which the appeal is being taken. The matter shall be reviewed by the Andover Review Committee within seven (7) days. The applicant shall be notified of the findings in writing. / \ / '\ 1 / . '\ / 21st Adopted by the City Council of the City of Andover this day of June 1994. Attest: Victoria Volk - City Clerk CITY OF ANDOVER J.E. MCKelvey - Mayor CITY OF ANDOVER REQUEST FOR COUNCIL ACTION June 21, 1994 DATE AGENDANon_~~~~ion Items tn ~g~TJNG DEPARTMENT APPROVED FOR AGENDA ITEM t-D. '1'1:" ~ I:" r'unaS-VVC1l..ta Trunk to 1985B Debt Service Daryl E. su1ande~,G/ Finance Director ff'I B~ /7. REQUEST The Andover city Council is requested to adopt the attached resolution to authorize the transfer of $327~282 from the Water Trunk Fund to the 1985B Bonds Debt Service Fund for payment of principal and interest obligations due February 1st and August 1st this year. Assessments for Water Area and Connection Fees collected by the Water Trunk Fund are pledged as a revenue source for the payment of this bond issue. MOTION BY: SECOND BY: TO: I CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -94 A RESOLUTION AUTHORIZING THE TRANSFER OF FUNDS DEDICATED TO DEBT SERVICE PAYMENTS FROM THE WATER TRUNK AREA AND CONNECTION CHARGES ASSESSED WITH VARIOUS CAPITAL IMPROVEMENT PROJECTS. WHEREAS, Resolution Number R067-85 authorized the sale of bonds to finance various improvement projects including trunk water main and well and pumphouse construction; and WHEREAS, water area assessments as well as water connection charges collected by the Water Trunk Fund are pledged to the retirement of the bonds sold to finance the construction costs; and WHEREAS, payments during 1994 in the amount of $220,000 for principal retirement and $107,282 for interest expense have been recorded within the 1985 Series B Debt Service Fund on behalf of the trunk water, source and storage construction projects. .I NOW, THEREFORE BE IT RESOLVED that a transfer from the Water Trunk Fund to the 1985 Series B Debt Service Fund in the amount of $327,282 is authorized for the payment of February and August 1994 principal and interest obligations. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor victoria Volk - City Clerk '. AGENDA tn ITEM tn /8. ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION , June 21, 1994 DATE SECTION Non-Discussion Items ORIGINATING DEPARTMENT APPROVED FOR AGENDA Finance Adopt Resolution Transferring Funds BY~ Daryl E. Sulander Finance Direc~ REQUEST The Andover City Council is requested to authorize the transfer of funds collected as assessments for improvement projects to the Administrative Trust Fund, the Drainage and Mapping Fund and the Water or Sewer Trunk Funds. BACKGROUND Special assessment rolls were adopted in 1993 for capital improvement projects #90-25 Metro Mosiquito Control Dist. Water Main, #91-27 Meadows of Round Lake, #92-15 Hidden Creek East 5th Addition, #92-2 Weybridge 2nd, #92-29 Echo Woods, #92-18 Jay st, #92-20 Woodland Creek 3rd, #92-4 Winslow Hills 2nd, and #92-10 Pheasant Meadows. Each of the assessments for these projects are to recover costs for project administration, drainage and mapping and water and/or sewer trunk area and connection charges in addition to construction and engineering costs. The amounts assessed for project administration of $136,468.50, for drainage and mapping of $22,557.11, for water area and connection charges of $549,884.50, and for sewer area and connection charges of $225,660.22 need to be transferred to the appropriate Funds as described in the attached resolution. MOTION BY: SECOND BY: , TO: ~ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. R -94 A RESOLUTION AUTHORIZING THE TRANSFER OF FUNDS DEDICATED TO PROJECT ADMINISTRATION, DRAINAGE AND MAPPING, AND WATER OR SEWER TRUNK AREA AND CONNECTION CHARGES ASSESSED WITH VARIOUS CAPITAL IMPROVEMENT PROJECTS. WHEREAS, resolutions R075-93, Rl15-93, Rl17-93, R188-93, R220-93, R221-93, R230-93, R245-93, R252-93, and R272-93 adopted the assessment rolls for various capital improvement projects within the City of Andover; and WHEREAS, these assessments include amounts dedicated for Project Administration, Drainage and Mapping, and Water or Sewer Area and Connections charges which are accounted for in separate Funds from the Bond Debt Service Funds the assessments have been recorded into. NOW, THEREFORE BE IT RESOLVED that assessments collected from these projects be transferred as specified by the special assessment report used to create the assessment rolls previously adopted as follows: From Fund 341 342 499 341 342 499 341 342 341 342 To Fund 804 804 804 225 225 225 398 399 399 399 ATTEST: Victoria Volk - City Clerk " '_ J Description project Administration Project Administration project Administration Drainage and Mapping Drainage and Mapping Drainage and Mapping Water Area and Connections Water Area and Connections Sewer Area and Connections Sewer Area and Connections Amount $91,840.05 24,681. 35 19,947.10 17,242.92 2,730.44 2,583.75 108,952.98 440,931.52 193,847.02 31,813.20 CITY OF ANDOVER J. E. McKelvey - Mayor CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Finance APPROVED FOR AGENDA AGENDA SECTION t-D. Consent Agenda Non-Discussion Items ORIGINATING DEPARTMENT ITEM t-D. Receive May 1994 Financial statements Daryl E. suland~_o/ arl.. I Finance Director ~ ~ Jt!. REQUEST The Andover City Council is requested to receive the May 1994 financial statements for the General, Water, Sewer and Central Equipment Funds. Please note: 1) General Fund revenue collections are $63,384 behind the pace set in 1993. Eighty percent of the slow down is in the area of 'Non-Business Licenses and Permits. As of May 31st, only 164 new construction building permits were issued, compared to 237 for 1993's record pace. The interest earnings for the first quarter have not been distributed as of May 31st. The estimated earnings for the General Fund for the first quarter are $9,800.00, compared to 1993 first quarter earnings of $9,194.00. 2) The 1994 General Fund expenditures compare favorably to May 1993. To date, 33% of the General Fund budget has been expended. Through the first five months of 1993, 35% of the budget had been expended. Departmentally, there are only minor variations. 3) Four expenditures have been authorized using the contingency account for funding as follows: 1994 Adopted Budget: Appropriations: Additional N.M.M.A. Public Works phone Upgrade City Hall/PW Garage Roof Study Superfund Cleanup/Chamber of Commerce $25,000 1,000 4,000 800 500 Remaining Balance: $18,700 MOTION BY: SECOND BY: TO: Receive Financial statements page 2 ~ 4) The Water Fund and Sewer Fund revenues and expenditures are slightly higher than last year through May 31. This is to be expected with the growing customer base receiving service. As with last year's personal services accounts, the Water Fund is using a larger portion of hours worked than budgeted. The offset is the Sewer Fund is not receiving the 'hours worked' as planned. This area should be studied closely during the 1995 budget process. The M.W.C.C. monthly installment of $30,240 for sewage disposal is due by the 5th of each month. 5) The inter-departmental charges for equipment "rental" used to fund the central Equipment Fund operation is recorded quarterly. The first quarter entry was recorded in March. The second quarter rentals will be recorded in June. Expenditures for the first five months are in line with budgeted operations. Should there be any questions regarding the information presented, please contact me prior to the meeting so I may have adequate time to research the question. : I CITY OF ANDOVE R YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS As of 31t.1ay91+ Revised Bud';Jet Year to Date Percentage Actual Remaining G ENE R A L REV E N U FUN D E' c: -' ----------------------- ----------------------- GENERAL PROPERTY TAXES 1,1+91,885.00 BUSINESS LICENSES AND PERMITS 11+,000.00 NON-BUSINESS LICENSES & PERMITS Building Related Other' 265,855.00 8,100.00 INTERGOVERNMENTAL REVENUE 714,594.00 CHARGES FOR SERVICES Stl'eet Li';Jhtin'd Other' 91,1+00.00 38,900.00 \:OUfn FINES I 37,000.00 SPECIAL ASSESSMENTS 3,000.00 MISCELLANEOUS REVENUE Inter'est E':-Ir'ned Refunds and Reimbursements Other 33,000.00 31,000.00 1+,600.00 TRANSFERS FROM OTHER FUNDS From Admin. Trust Fund FI'om TIF 1-1 Fund Fr'orn TIF 1-2 Fund 65,000.00 21+,000.00 6,000.00 TOTAL GENERAL FUND REVENUE 2,828,331+.00 ------------ ------------- I 1,621.95 9,61+ 7. 11 11+2,1+69.25 3,155.00 71+,675.50 25,733.62 23,027.1+7 1 3 , 3 1 5 . 7 G 3,21+0.13 2,21+1.83 299,877.62 --"---------- ._--_.~----_._- 99 3 1 1+6 61 89 7 1 hO GI+ 100 100 89 51 100 100 100 89 \ I CITY OF ANDOVER YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS A:3 of 31t-1,'ly91+ Revised Bud';1et G ENE R A L FUN D E X PEN D I T U RES ----------------------- ----------------------- MAYOR AND COUNCIL NEWSLETTER EL ECTlONS ADMINISTRATION FINANCIAL ADMINISTRATION AUDITING ASSESSING ATTORNEY PLANNING AND ZONING DATA PROCESSING CITY HALL BUILDING FIRE STATION BUILDING PUBLIC WORKS BUILDING :SENIOR CITIZEN'S CENTER EQUIPMENT BUILDING CITY HALL GARAGE Et,GINEERING TOTAL GENERAL GOVERNMENT POLICE PROTECTION FIRE PROTECTION PROTECTIVE INSPECTION CIVIL DEFENSE ANIMAL CONTROL TOTAL PU8LIC SAFETY \ / 1+7,320.00 5,555.00 11,210.00 11~1+,225.00 121+,575.00 11,000.00 53,860.00 51,660.00 82,720.00 21~ ,,1+00.00 1+6,01,0.00 32,520.00 21.835.00 9,270.00 3,21+0.00 560.00 82,880.00 752,870.00 1+33,931+.00 309,188.00 177,570.00 3,1+25.00 9,950.00 931+,067.00 Year to Date Percentage Actual Remaining 23,691,.90 1,979.01+ 9.1,6 66.071.29 1+9,1,07.72 2,1+36.00 53,853.00 21+,190.17 25,300.22 13,01+6.1+2 16,989.30 15,1+79.87 11+,566.65 3,508.05 1,091+.68 475.64 28,91,6.36 341,01,8.77 107,278.51 87,678.1,6 77,276.1+6 1,050.75 2,856.19 276,11+0.37 49 61+ 99 5/~ 60 77 o 53 69 '+6 63 52 33 62 66 15 65 54 75 7 1 56 69 7 1 70 / CITY OF ANDOVER YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS ,\s of 31M03y9l, Revised Budget G ENE R A L FUN D E X PEN D I T U RES -----.------------------ ----------------------- STREETS AND HIGHWAYS SNOW AND ICE REMOVAL ~;TORM SEWERS STREET LIGHTING ~;TREET SIGNS TRAFFIC SIGNALS STREET LIGHTS-BILLED TREE PRESERVATION!MAINT \~EE[) CONTROL RECYCLING TOTAL PUBLIC WORKS lARKS AND RECREATION ECONOMIC DEVELOPMENT UNALLOCATED OTHER FINANCING USES 318,690.00 180,815.00 25,670.00 19,650.00 1+3,160.00 13,680.00 73,775.00 24,380.00 8,630.00 1+0,115.00 748,565.00 283,772.00 22,160.00 53,900.00 33,000.00 TOTAL GENERAL FUND EXPENDITURES 2,828,331+.00 , / _______~T______ ------------- Year' to Date Actual 5l" 812.21 1+ 7 ,07 7 .97 3,1+35.92 5,591.96 8,21+6.00 3,522.59 21+,906.80 6,817.53 652.21+ 12,932.93 167,996.15 71+,092.71 8,3 15. 17 35,533.00 6,379.83 909,506.00 ~._---------- --~._-------_. Per'centage Remaininq 82 73 86 7 1 80 7h 66 72 92 67 77 73 62 31+ 80 67 CITY OF ANDOVER YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS As of 31 May9h J W ATE R FUN D REVENUE~; --------------.----- ------------------- ~JATER SALES METER SALES PERf,IIT FEE~; MISCELLANEOUS REVENUES TOTAL WATER FUND REVENUE W ATE R FUN D E X PEN S E S ------------------- ------------------- \ I SOURCE, STORAGE AND TREATMENT DISTRIBUTION ADr,IINETRATI0r4 TOTAL WATER FUND EXPENSES , J Revised Year to Date Budget Actual 332,000.00 /+2,000.00 18,000.00 11.,.,000.00 /+06,000.00 -------------- _._.~----y----- 119,150.00 169,625.00 117,225.00 1;06,000.00 ------------ ------_._.~--- 66,168.03 19,012.00 7,250.00 520./+3 92,950./+6 ------------- -.----.-------- 1/+,517.75 73,275.60 31,909.55 119,702.90 ---------_.~.- ------------- Per'centage Remaining 80 5/+ ~) 9 96 77 87 56 72 70 CITY OF ANDOVER YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS As of 31 May9l, SEW E R FUN D REV E N U E S ------------------- ------------------- ~;nlER CHARGES INTEREST REFUNDS AND REIMBURSEMENTS TRANSFER FROM SEWER CONN. FUND TOTAL SEWER FUND REVENUE SEW E R FUN D E X PEN S E S --------------------- -------------------"- COLLECTION Metropolitan W~ste Control Othel' Expenses ADMINISTRATION TOTAL SEWER FUND EXPENSES \ ) Revised 13ud';Jet 563,300.00 6,000.00 30,500.00 599,800.00 _ _ -- -- -- _ _ -. - - - - -----------.-- 362,880.00 11+0,770.00 96,150.00 599,800.00 ------.------ -------------- Yeat-' to Date Actual 138,932.96 138,932.96 __v___________ _._----------- 181,1+1+0.00 19,692.92 20,771+.55 221,907.1+7 -----~--------- ------------ P.;:,r'centaqe Remaininq 75 100 100 76 50 86 78 63 '. ) CITY OF ANDOVER YEAR TO DATE SUMMARIES GENERAL, WATER, SEWER AND CENTRAL EQUIPMENT FUNDS A3 of 31May91+ Revised Bud';Jet Year to Date Percentage Actual Remaining CENTRAL EQUIPMENT FUND REVENUE ---------------------- ---------------------- CHARGES FOR SERVICE EQUIPMENT RENTALS 166,770.00 1+1,692.50 75 TOTAL CHARGES FOR SERVICE 166,770.00 h1,692.50 75 MISCELLANEOUS REVENUE INTEREST EARNED SALE OF USED EQUIPMENT REH1BURSEMENTS USE OF WORKING CAPITAL 2,000.00 100 123.80 TOTAL MISC REVENUE 168,770.00 1+1,816.30 75 I TOTAL REVENUE 168,770.00 1+1,816.30 75 - - -- -- - - - - - .. -- - -----------." ~._-----_._--- -------------- CENTRAL EQUIPMENT FUND EXPENSES ---------------------- ---------------------- TOTAL FUND EXPENSES 1+1,560.00 16,51,2.38 60 76,200.00 15,386.07 79 18,500.00 11+,936.00 19 16,800.00 11 ,071+ . 16 31+ 15,710.00 6,271+.71+ 60 ------------ ------------ 168,770.00 611,610.85 61 ------------- ------------ ------------ ------------- PERSONAL SERVICES OPERATING SUPPLIES & MAINT INSURANCE CONTRACTUAL SERVICES CONTINGENCY CAPITAL OUTLAY J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION June 21, 1994 DATE Non-Discussion Finance APPROVED FOR AGENDA AGENDA t-D. SECTION ORIGINATING DEPARTMENT ITEM t-D. Release Escrow Hills of Bunker Lake 2nd Project #87-22 Daryl E. Sulander Finance Directo OlD. REQUEST The City Council is requested to authorize the release of Certificate of Deposit #14-14804 to Hills, Inc., due to mature on July 1, 1994. BACKGROUND Certificate of Deposit #15-11497, face value $18,000, and current value of $24,240, was deposited with the City on August 24, 1988 as partial guarantee for special assessments for the Hills of Bunker Lake 2nd addition. Certificate of Deposit #14-14804, face value $17,100, and current value of $19,790, was deposited with the City on July 1, 1991 as partial guarantee for special assessments for the Hills of Bunker Lake 2nd addition. The remaining special assessments due for this project total $8,644.86 plus interest. The unpaid special assessment balance remaining for this project will be guaranteed by Certificate #15-11497, thereby ending the need for the maturing certificate. MOTION BY: SECOND BY: TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Non-Discussion/Consent Agenda Todd J. Haas, Engineeringx' ? APPROVED FOR AGENDA AGENDA t-D. SECTION ORIGINATING DEPARTMENT ITEM tn Approve Plans & Specs/seal coating/ 94~15 ~~ al. The City Council is requested to approve the the following: 1. Approve the resolution approving final plans and specifications and ordering advertisement for bids for project 94-15 for sealcoating construction. 2. Approve the proposed 133rd Avenue NW to be seal coated between Crosstown Boulevard NW and Hanson Boulevard NW with the City of Coon Rapids in accordance with the Joint Powers Agreement. The plans and specs for the Engineering Office. sealcoating. Andover's sealcoating are available in Approximately $85,000 will be spent on MOTION BY: SECOND BY: TO: ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 94-15, FOR SEALCOAT CONSTRUCTION. BRA has prepared final plans and specifications for project 94-15 for seal coat construction; and WHEREAS, such final plans and specifications were presented to the City Council for their review on the 21st day of June , 19 94 NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the Final plans and specifications . BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened at 11:00 AM Friday, July 15 , 19~ at the Andover City Hall. \ I MOTION seconded by Councilmember adopted by the City Council at a and regular meeting this 21st day of June , 19~, with Councilmembers voting in favor of the resolution and Councilmembers voting against same whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk " R f ( Li ~ ,,: .: ;1 fJUN 13'1;:. IJ - ~coo >5RAPID June 9, 1994 CITY OF ANDO'JER City of Andover 1685 Crosstown Boulevard NW Andover, MN 55304 Attention: Mr. Todd Haas Subject: Seal Coat - 133rd Avenue Dear Todd, In accordance with the Joint Powers Agreement, maintenance of 133rd Avenue is to be shared between the City of Andover and the City of Coon Rapids. It is our proposal that 133rd Avenue be seal coated in 1994. We propose to perform the work as a part of the Coon Rapids annual seal coat program. An estimate of the cost for doing this work is as follows: 133rd From Hanson Boulevard Coon Creek - 221.400 SQ. ft. . Oil - 6,700 gallons @ $.50 per gallon $3,350.00 . Granite chips - 369 tons @ $13.45 per ton $4,963.00 . Equipment including: distributer, spreader, rollers, trucks Estimate time 4 hrs . Labor - Operators, drivers, laborers 4 hrs $3,120.00 $ 849.00 . Patching and crack filling - Labor, Materials, equipment . Chip seal markers including labor $1,400.00 $ 230.00 Andover share 50 % = $6,956.00 ./ 1313 COOW RAPIDS BOULEVARD, COON RAPIDS, MN 55433-5397 (612) 755-2880 . FAX (612) 754-9403 City of Andover - Seal Coat-133rd Avenue June 3, 1994 Page 2 In as much as considerable construction is taking place in this area at the present time, it is our proposal to do the seal coating toward the end our program in late July or August. If you have any questions concerning the timing or cost, please contact me at your convenience. Sincerely, w~ j2.0~~ William R. Ottensmann Director of Public Works WRO:pml " J CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Non-Discussion/Consent Agenda Todd J. Haas, Engineering ~ APPROVED FOR AGENDA AGENDA tn SECTION ORIGINATING DEPARTMENT ITEM t-D. Accept Petition/Quickstrom Addn./ 94-17 r d1 e:; . The City Council is requested to approve the resolution declaring adequacy of petition and ordering preparation of a feasibility report for the improvement of watermain, Project 94-17, in the Quickstrom Addition/142nd Avenue NW area. MOTION BY: SECOND BY: '. ) TO: I CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF WATERMAIN , PROJECT NO. 94-17 IN THE QUICKSTROM ADDITION/142ND AVENUE NW AREA. WHEREAS, the May 31 improvements; and City Council has received a petition, dated , 19~, requesting the construction of WHEREAS, such petition has been validated to contain the signatures of more than 35% of the affected property owners requesting such improvement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: ) 1. The petition is hereby declared as adequate. 2. The proposed improvement is hereby referred to TKDA and they are instructed to provide the City Council with a feasibility report. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21st day of June 19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER J. E. McKelvey - Mayor ATTEST: Victoria Volk - City Clerk \ J FROM'RODEN TO' 755 8923 JUN 2. 1994 8' 43AM P.131 '\ I '0(}\~o::.~~~. /~. \"\ ., ,) n,l ' : \\ '. '\:, "'/J"i ~~-?' -r o-#-d :....---- CITY of ANDOVER Date: sh ,!q1- NO. GentleJlIen: we, t:,he unde,l'8i9ned, owners ot real property .in the following descdbed area! ~ () (). /I n I __' "-J( ~ Clrv-... \..~ C>'" 13?~ ~,-, r1L.W. ~~ do hereby .petitio~ thalu~ PO[4tion of said area be improved by constructlon of Cl ty . '~ and that the cost of ~~id improvement be assessed against th~ benefitiJlg p~ope~ty, as autno~ized by Cbapter 429, Laws of Minnesotat ~.~~~~. \)..MJjJ ~~ ~~~~, t-'ot>L"1> --ltUto ~~. SIGNATURE OF OWNER ADDRESS ,LEGAL DESCRIPTION YES NO .I , Th'. P'."'" .a. e're.'...' by. ~ ~ Addres:;;_@ ;?6();)" tijJ~J (j:( 10 _ ~ ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21. 1994 Non-Discussion/Consent Agenda Todd J. Haas, Engineerin~ APPROVED FOR AGENDA AGENDA t-D. SECTION ORIGINATING DEPARTMENT ITEM t-D. Approve Plans & Specs/ Kelsey Round Lake Park r d~ . The City Council is requested to approve the resolution approving final plans and specifications and ordering advertisement for bids for Kelsey Round Lake park for trails, parking lot, etc. construction. The plans and specs are available in the Engineering Office for review. MOTION BY: SECOND BY: TO: \ / CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING ADVERTISEMENT FOR BIDS AREA CONSTRUCTION. FINAL PLANS AND SPECIFICATIONS AND ORDERING FOR KELSEY ROUND LAKE PARK FOR TRAILS, PARKING LOT, ETC. WHEREAS, such final plans and specifications were presented to the City Council for their review on the 21st day of June , 19 94 NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the Final Plans and Specifications . BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened at 10:00 AM Friday, July 15 , 19~ at the Andover City Hall. MOTION seconded by Councilmember ) adopted by the City Council at a and regular meeting this 21st day of June , 19~, with Councilmembers voting in favor of the resolution and Councilmembers voting against same whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk , , / CITY OF ANDOVER REQUEST FOR COUNCIL ACfION DATE ."T111"'1~'" 10011 AGENDA SECTION NO. Non-Discussion/Consent Agenda ORIGINATING DEPARTMENT APPROVEO FOR AGENDA ITEM tn Todd J. Haas, Engineering/ Accept Petition/94-8/ Foxberry Farms ~ at/. The City Council is requested to approve the resolution declaring adequacy of petition and ordering preparation of a feasibility report for the improvement of sanitary sewer, watermain, street and storm sewer, project 94-8, in the Foxberry Farms area. MOTION BY: SECOND BY: I TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA \ RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF SANITARY SEWER, WATERMAIN, STREET AND STORM SEWER PROJECT NO. 94-8 , IN THE AREA OF FOXBERRY FARMS WHEREAS, the City Council has received a petition, dated , 1994 , requesting the construction of improvements; and WHEREAS, such petition has been validated to represent the signatures of 100% of the affected property owners requesting such improvement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: \ ) 1. The petition is hereby declared to be 100% of owners of property affected, thereby making the petition unanimous. 2. Escrow amount for feasibility report is $1,000.00 3. The proposed improvement is hereby referred to TKDA and is instructed to provide the City Council with a feasibility report. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21st day of 19 94 , with Councilmembers June voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria volk - City Clerk / \ 1L/~ 6 " 'L ~.".~/...;;~:. -. ~'....".... ~...; . . ....' Col/tractor Propcr~)' Dc,'elopcrs Compau)' '1f'~ E '1""\""" ruro-. 'l'l. ..!tIt. /fl"..oo.t..ll ~ iCAJJ June 2, 1994 JUN 3 1994 CITY ()t-- ANOOVER City Engineer City of Andover 1685 Crosstown Blvd N.W, Andover, MN 55304 Re: Proposed Foxberry Farms Subdivision Dear City Engineer; Contractor Property Developers Company does hereby petition for improvements by the construction of water main, sanitary sewer, storm sewer and streets with concrete curb and gutter with the costs of the improvement to be assessed against the benefitting property which is described as Foxberry Farms. , ) Said petition is unanimous and the pbulic hearing may be waived, / We request that a feasibility report be prepared as soon as possible. We have enclosed a chech for 7,016.98 of which $1,000 is for the feasibility report expenses, Sincerely, 7a.~CLDC"=-<...vU-_ Pamela Backer Contractor Property Developers Company 9110 83rd .-l,'emle Nonh, Brook~VJ/ Park. .\IN 55-/45 627-0823 . Fax 627-0879 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 ITEM t-D. ORIGINATING DEPARTMENT Todd J. Haas, Engineering/ APPROVED FOR AGENDA AGENDA SECTION NO. Non-Discussion/Consent Agenda Accept Feasibility study/ Foxberry Farms/94-8 ;J d$. The City Council is requested to approve the resolution accepting feasibility study, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of sanitary sewer, watermain, street and storm drain, Project 94-8, in the Foxberry Farms area. MOTION BY: SECOND BY: TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA \ , I RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY STUDY, WAIVING PUBLIC HEARING, ORDERING IMPROVEMENT AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT 94-8 FOR SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN IN THE FOLLOWING AREA OF FOXBERRY FARMS WHEREAS, the City Council did on the 21st day of June 19 94 , order the preparation of a feasibility study for the improvements; and WHEREAS, such feasibility study was prepared by presented to the Council on the 21st day of June TKDA and , 19~; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the feasibility study and declares the improvement feasible, for an estimated cost of $ 966,468.40 NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby receive the feasibility report with an estimated total cost of improvements of $ 966,468.40 , waive the Public Hearing and order improvements. / BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of TKDA to prepare the plans and specifications for such improvement project. BE IT STILL FURTHER RESOLVED by the City Council require the developer to escrow the sum of $ 30,000 payments to be made prior to commencement of work on specifications. to hereby with such the plans and MOTION seconded by Councilmember the City Council at a regular 19~, with Councilmembers voting in favor of the resolution and Councilmembers and adopted by meeting this 21st day of June voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 AGENDA SECTION ORIGINATING DEPARTMENT APPROVED t-D. FOR AGENDA Non-Discussion/Consent ITEM Admin. t-D. ~ Order Ad for Bids/ v. Volk \~. Refurbish Engine 6 ~, The City Council is requested to order the advertisement for bids for the refurbishing of the Fire Department's Engine 6. The estimated cost of the work is $55,000. MOTION BY: , SECOND BY: i TO: CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 Non-Discussion/Consent Item Dick Fursman, Administration APPROVED FOR AGENDA AGENDA t-D. SECTION ORIGINATING DEPARTMENT ITEM t-D. salvage Yard purchase update ~ BY: .l1. In response to a letter the City sent to auto salvage yards, an attorney has been retained to negotiate dealings for five owners and one owner has indicated she wishes to represent herself. I have enclosed a letter from James S. Dahlquist who is representing five salvage yards and also a letter from Mom's Auto salvage. \ I The next step in the process is to obtain market appraisals on the property and to continue discussions with the salvage yards and/or their representatives. Also, a close watch will be kept on the status of the EPA cleanup. If there are any questions regarding this matter, please let me know. MOTION BY: SECOND BY: TO: " JAMES S. DAHLQUIST ATTORNEY AT LAW 270 GRAIN EXCHANGE NORTH 301 SOUTH FOURTH AVENUE MINNEAPOLIS, MINNESOTA 55415 OFFICE (612) 339-1453 FACSIMILE (612) 339-1516 DECEIVED JUN 1 5 1994 CITY OF ANDOVER / June 15, 1994 Mr. Richard Fursman, City Administrator City of Andover, Minnesota 1685 Crosstown Boulevard N.W. Andover, Minnesota 55304 Dear Mr. Fursman: Please be advised that I have been retained to represent the following group of auto salvage yard owners as their individual agent and attorney. The purpose and scope of my representation is to negotiate the possible sale of these businesses to the City of Andover. My clients include: / Robert and Bonnie Pears Andover Auto Parts (Jay Street location) Wilber Auto Parts J oAnn and Harold Wilber (J ay Street location) John and James Sandeen (Bunker Lake Blvd.) Best Auto Parts Terrance and Lori Richardson (Bunker Lake Blvd.) Michael Lund A TV Auto Parts (Bunker Lake Blvd.) , '\ , / Each of these parties are herein responding to your letter dated June 1, 1994, which was sent by certified mail and which inquired as '\ I to whether there was an interest to sell each individual property. I am authorized to respond affirmatively on behalf of each of the above referenced parties. This affirmative response IS not binding nor should it be construed as an offer to contract. We are merely at a very preliminary stage of any sale negotiation. However, we are prepared to discuss this matter further. I look forward to meeting with yourself and any other Andover Officials in such a discussion. I expect that you letter was sent in the spirit of seeking a fair market sale of these properties. If so, the figures set forth in your second to the last paragraph, which are inconsistent with real property values, will be ignored at present. Each seller has unique properties which present individual concerns in the event of sale. One couple, the Pears, hold fee interest only in the land and buildings of two of the salvage yards. Their concern is for fair market value for their land and buildings. Others, have on going businesses which they will want to relocate to other areas outside of the geographic boundaries of Andover. In each of these instances we would expect business relocation funds to be offer in addition to the interest in ) land and buildings. Many of these owners have tenants who in turn have leases. We expect that the value of such leases and the rights of these tenants in possession also be considered for compensation. This is by no means an exhaustive list of our concerns. Many of these concerns can be reconciled by a good business appraisal. We would now also offer to discuss the selection of an independent appraiser who could evaluate each property and business on an individual basis. Then we could have a figure which each property owner could accept or reject and just as importantly, a figure which the City can use to decide whether the need for a municipal bond issue is present. I look forward to meeting with you for further discussion. Yours very truly, {It,uu KJ OJL~) James s. Dahlqui~ Attorney at Law , '\ I / ~Q~~~S ~~TO 2g__f~g2~, ~ ',,1'-' ...'-c'....... =OS2 Bu~k~r ~~.kE Blv~~ ~:-ldG'..';.~~- , '-::53;)::. (.~ 12 75-::.-024~'" 'L.i -_it 1'= -1,-, l. '.i.", 1994- To Whc~ It May Cancern: I am inter2st~d in selling M8m~s Auto Salvag8 if am off9re~ ~ fair price fer my heme, land, and T ~ busi nass. .f-~";,..... .}.... ......_.-. (..l!.L:::;j '-.L Ul'''::.. r am also considering ct~er a!te~nativES -+ =.1... \, / \lery tr":.ll~-.' \/D'-~r5, " '" m~~ l'1,o;"-i",,,n r",:c:21l:L:Tg,=," ~ , j PaGe 1 JOHN C. SWANSON Allo...,.-Al-Law \ I ~ECEIVED JUN 1 5 1994 CITY Of- ANUOVER June 10, 1994 Mr. Richard Fursman City Administrator City of Andover 1685 Crosstown Boulevard N.W. Andover, Minnesota 55304 Re: ATV Salvage Dear Mr. Fursman: I am in receipt of your June 1st letter. Please be advised that my clients are ready to begin talking the week of June 20th. .' Please give me a call at your convenience. Very truly yours, JCS:smi / 415 Thresher Square . 700 Soutb Third Street . Minneapolis, MN 55415 · 612/332-6785 CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21. 1994 Non-Discussion/Consent Agenda Todd J. Haas, Engineering ~ APPROVED FOR AGENDA AGENDA t-D. SECTION ORIGINATING DEPARTMENT ITEM t-D. Approve Revised Grading, Drainage, Erosion Control Plan/Timber Meadows 2nd Addition ~w ,,;} 1 . The City Council is requested to approve the resolution approving the revised grading/drainage/erosion control plan of Timber Meadows 2nd Addition as being developed by Woodland Development, Inc. in Sections 8 & 17, Township 32, Range 24, Anoka County, Minnesota. The developer requested the plan to be revised to allow a 150 ft. x 150 ft. building pad to be relocated within the lot. The Building Department has reviewed the plans and finds the location acceptable. The grading/drainage/erosion control plan is available in the Engineering Office for review. MOTION BY: SECOND BY: TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING THE REVISED GRADING AND DRAINAGE PLAN OF TIMBER MEADOWS 2ND ADDITION AS BEING DEVELOPED BY WOODLAND DEVELOPMENT, INC. IN SECTIONS 8 & 17, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA. WHEREAS, the Andover Review Committee has reviewed the revised grading and drainage plan; and WHEREAS, Resolution No. 060-94 continues to be in force regarding the preliminary plat; and WHEREAS, the City Council approves the revised grading and drainage plan with a revision date of June 13, 1994 . NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the revised grading and drainage plan. Adopted by the City Council of the City of Andover this 21st day of June , 19 94. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk " ) CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21. 1994 AGENDA tn SECTION ORIGINATING DEPARTMENT Non-Discussion/Consent Agenda Todd J. Haas, Engineering~ APPROVED FOR AGENDA ITEM t-D. Approve Plans & Specs/Pine Hills/ 93-18 BYt); O?CJ The City Council is requested to approve the resolution approving final plans and specifications and ordering advertisement for bids for Project 93-18, Pine Hills, for street construction. The plans and specs are available in the Engineering Office for review. MOTION BY: SECOND BY: \ I TO: ~ ) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING FINAL PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR PROJECT NO. 93-18, PINE HILLS AREA FOR STREET CONSTRUCTION. WHEREAS, pursuant to Resolution No. 095-94, Council on the 17th day of May , 19 94 , prepared final plans and specifications for project for street and adopted by the City BRA has 93-18 construction; WHEREAS, such final plans and specifications were presented to the City Council for their review on the 21st day of June , 19 94 NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the Final Plans and Specifications . I I BE IT FURTHER RESOLVED by the City Council of the City of Andover to hereby direct the City Clerk to seek public bids as required by law, with such bids to be opened at 10:30 AM Friday, July 15 , 19~ at the Andover City Hall. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21st and Councilmembers , 19~, with Councilmembers voting in favor of the resolution voting against day of June same whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor \ Victoria Volk - City Clerk , / CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE JUnf~ 21. 1 qq4 ITEM t-D. Todd J. Haas, Engineerin~ APPROVED FOR AGENDA AGENDA SECTION NQ Non-Discussion/Consent Agenda ORIGINATING DEPARTMENT Accept Feasibility Study/ Jonathan Woods/94-10 ~ -3t). The City Council is requested to approve the resolution accepting feasibility study, waiving public hearing, ordering improvement and directing preparation of plans and specifications for the improvement of sanitary sewer, watermain, street and storm drain, project 94-10, in the Jonathan Woods area. MOTION BY: SECOND BY: \ / TO: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA , RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ACCEPTING FEASIBILITY STUDY, WAIVING PUBLIC HEARING, ORDERING IMPROVEMENT AND DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR THE IMPROVEMENT OF PROJECT 94-10 FOR SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN IN THE FOLLOWING AREA OF JONATHAN WOODS WHEREAS, the City Council did on the 7th day of June 19 94 , order the preparation of a feasibility study for the improvements; and WHEREAS, such feasibility study was prepared by presented to the Council on the 21st day of June TKDA and , 19~; and WHEREAS, the property owners have waived the right to a Public Hearing; and WHEREAS, the City Council has reviewed the feasibility study and declares the improvement feasible, for an estimated cost of $ 387,617.86 1 I NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby receive the feasibility report with an estimated total cost of improvements of $ 387,617.86 , waive the Public Hearing and order improvements. BE IT FURTHER RESOLVED by the City Council to hereby direct the firm of TKDA to prepare the plans and specifications for such improvement project. BE IT STILL FURTHER RESOLVED by the City Council require the developer to escrow the sum of $ 11,300 payments to be made prior to commencement of work on specifications. to hereby with such the plans and MOTION seconded by Councilmember the City Council at a regular 19-2i, with Councilmembers voting in favor of the resolution and Councilmembers and adopted by meeting this 21st day of June voting against, whereupon said resolution was declared passed. CITY OF ANDOVER \ ATTEST: ) J. E. McKelvey - Mayor Victoria Volk - City Clerk AGENDA tn ITEM t-D. J/. SECTION CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE .1unp. 7.1 1qq4 ORIGINATING DEPARTMENT Non-Discussion/Consent Agenda Todd J. Haas, /~ Engineering ~ Approve Change Order #2/Emerald Glen/93-11 APPROVED FOR AGENDA ~~ The City Council is requested to approve the resolution approving Change Order #2 for Project 93-11 for the improvement of sanitary sewer, watermain, street and storm drain construction in the area of Emerald Glen. MOTION BY: TO: SECOND BY: CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #2 FOR PROJECT NO. 93-11 FOR THE IMPROVEMENT OF SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN CONSTRUCTION IN THE AREA OF EMERALD GLEN WHEREAS, the City of Andover has a contract for project No. 93-11, Emerald Glen with Inland utility Contracting of st. Michael, Minnesota. NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order to project No. 93-11. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21st day of June , 19 94 , with councilmembers \ ) voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - City Clerk \ , .1 CHANGE ORDER " J TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED Engineers-Architects-Planners " Saint Paul, MN June 13. 19~ Corom. No. 10454 Change Order No. -2-- To Inland Utility Contracting for Emerald Glen 193-111 for City of Andover. Minnesota You are hereby directed to make the following change to your contract dated October 5 , 19~. The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (not change) the contract sum by Eleven Thousand One Hundred Thirty-fiv~ and - - - - 60/100 Dollars ($ 11.135 60 ). This Change Order provides for the following extra work: Raise the existing sanitary sewer at 133rd Avenue and Killdeer Street. Re-lay 74 LF sanitary sewer from existing sanitary sewer to MH 7-1: , ) 11.5 Hours @ $400.00/Hour Dewatering Subtotal $ 4,600.00 $ 4.000 00 $ 8,600.00 Less 0.5 Hour @ $400.00/Hour for Repairing Watermain Break -$ 200.00 Less 3.0 Hours @ $400.00/Hour for Repairing Sag in Sanitary Sewer Line located 40 feet South of MH 7-1 -$ 1.200.00 Total $ 7,200.00 Add 15" RCP Storm Sewer and Baffle Weir as shown on Grading Plan: Backhoe, 4.5 Hours @ $100.00/Hour Dozer, 2.0 Hours @ $85.00/Hour 15" RCP Storm Sewer Pipe, 16 LF @ $13.85/LF Flared End Sections, 2 Each @ $234.00/Each Trash Guards, 2 Each @ $213.00/Each Baffled Weir Mobilization $ 450.00 $ 170.00 $ 221. 60 $ 468.00 $ 426.00 $ 1,000.00 $ 1. 200.00 Total $ 3.935.60 Total - Change Order No. 2 $11,135.60 / '1 I " , I , J CHANGE ORDER NO.2 COMMISSION NO. 10454 PAGE TWO Amount of Origina~ Contract $ Additions approved to date (Nos. $ Deductions approved to date (NOS. $ Contract amount to date $ Amount of this Change Order (Add) (l;leeluQt) (N~+- r"~-~-"') $ Revised Contract Amount $ Approved CITY OF ANDOVER. MN Owner By Date By 180.952.55 o 00 0.00 180 952 55 +11. 135.60 192.088.15 TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED By ~a~J~f} ~ K.h L 'd Jo n . Dav~ son, P.E. White - Owner* pink - Contractor* Blue - TKDA CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 AGENDA t-D. SECTION ORIGINATING DEPARTMENT Todd J. Haas, ,~ Engineering~ ... APPROVED FOR AGENDA Non-Discussion/Consent Agenda ITEM t-D. Approve change Order #2/ Commercial Boulevard/92-27 v ....3~ ~ The City Council is requested to approve the resolution approving Change Order #2 for Project 92-27 for the improvement of sanitary sewer, watermain, street and storm drain construction in the area of Commercial Boulevard. MOTION BY: SECOND BY: TO: \ CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION APPROVING CHANGE ORDER #2 FOR PROJECT NO. 92-27 FOR THE IMPROVEMENT OF SANITARY SEWER, WATERMAIN, STREET AND STORM DRAIN CONSTRUCTION IN THE AREA OF COMMERCIAL BOULEVARD WHEREAS, the City of Andover has a contract for project No. 92-27, Commercial Boulevard with Forest Lake Contracting of Forest Lake, Minnesota. NOW, THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order to project No. 92-27. City Council at a regular meeting this and adopted by the 21st day MOTION seconded by Councilmember of June , 19 94 , with Councilmembers , voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was passed. CITY OF ANDOVER ATTEST: J. E. McKelvey - Mayor Victoria Volk - c~ty Clerk I CHANGE ORDER " J TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED Engineers-Architects-Planners " Saint Paul, MN June 13. 19~ Comm. No. 10340 Change Order No. ~ To Forest Lake Contracting Commercial Boulevard NW MSA Utility and Street Improvements MSAP 198-117-01. City Project 92-27 for for City of Andover. Minnesota You are hereby directed to make the following change to your contract dated March 15. , 19 21-. The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (not change) the contract sum by Nine Thousand Five Hundred Fortv-four and - - - - - 30/100 Dollars ($ 9.544 30 ) . This change order provides for additional work required to remove and dispose of junk encountered during construction: Labor and Equipment Costs $ 8,084.50 Disposal and Dumping Fees + 15% Overhead and Profit $1,269.40 $ 190.40 Total Disposal and Dumping Fees S 1.459.80 Total - Change Order No. 2 $ 9,544.30 Amount of Original Contract $ Additions approved to date (Nos. 1 $ Deductions approved to date (Nos. $ Contract amount to date $ Amount of this Change Order (Add) (Deduct) (Not Changed) $ Revised Contract Amount $ 687.088.00 +11.664.00 0.00 698.752.00 + 9.544 30 708.296.30 Date KING, DUVALL, ANDERSON TES ORPORATED Approved CITY OF ANDOVER. MN Owner By ( Contractor Je<.... 1.,-' / Date White - Owner* Pink Contractor* Blue - TKDA " -_1________ DATE: June 21, 1994 - " Park and Recreation Meetin _ Jnne 2, 19', Cit Council Minutes _ June 7, 1994 Letter from JOhn Davidson, TKDA/Actin ineer _ 6/'/9' Ordinance No. 8DDDD Ordinance No. 55J Feasibilit erAmerica Addition Feasibilit ort/Foxberr Farms/Jonathan WOods/Andover Blvd. Schedule of Bills ITEMS GIVEN TO THE CITY COUNCIL ~ PLEASE ADDRESS TBESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT AGENDA. THANK YOU. ~~' . . '" r . TKDA QC lo-8Ji14 TOLTZ. KINa, DUVALL. ANDERSON AND ASSOCIATES. INCORPORATED ENGINEERS. ARCHITECTS. PLANNERS " 1500 PIPER JAFFRAY PlAZA ...... CEDAR STREET SAINT PAUL. MINNESOTA55101-2140 PHONE:e12r.!:V2-4400 FAX:612f202-0083 June 9,1994 RI ~u~ ~311~i1r Honorable Mayor and City Council City of Andover, Minnesota Re: Engineering Matters 6-7-94 Regular Council Meeting Andover, Minnesota Commission No. 9140-949 CITY OF ANDOVER Dear Council Members: The following is a sununary of engineering matters discussed and action taken at the regular meeting of the Andover City Council on June 7,1994. 1. Consent Agenda: The Council by single resolution approved items without discussion as follows: A. Proiect 93-9 - Xeon Street Storm Sewer. Conun. No. 10403: The Council approved by resolution the award of contract for the project to "Old is Gold Construction" for the low bid of $172,046.00. B. Project 93-31 - Woodland Creek 4th Addition. Conun. No. 10588: The Council approved by resolution the award of contract, subject to developer contract conditions, to "Volk Sewer and Water" for the low bid of $216,534.60. C. Project 94-11 - Andover Center. Conun. No. 10680: The Council by resolution received the feasibility report, accepted waiver of public hearing and authorized plans and specifications for said improvements. D. Project 94-2 - Woodland Pond 2nd Addition. Comm. No. 10670: The Council accepted the petition for improvements to include sanitary sewer, watermain, streets and storm sewer and authorized preparation of a feasibility report. E. Project 94-10 - Jonathan Woods. Conun. No. 10675: The Council accepted the petition for improvements to include sanitary sewer, watermain, streets and storm sewer and authorized preparation of a feasibility report. F. Project 91-28 - Traffic Sil!:nal Studv. Conun. No. 9140-940: The Council authorized traffic counts and preparation of a supplement to the signal justification report for traffic signals at CSAH 116 and Andover Center. TKDA shall do the study and report for cost not to exceed $1,400. ~ . Ll Honorable Mayor and City Council June 9, 1994 Page 2 " 2. Project 94-3 - 140th Lane Improvements, Comm. No. 10671: A public hearing was held to improve 140th Lane from the plat of Hills of BWlker Lake 5th Addition to Prairie Road. TIle public street is proposed to be used for extension of trunk sanitary sewer and trunk watermain. The owners did petition for street surfacing and had been advised verbally (no document was produced in writing) that the developer of Bunker Lake Boulevard 5th Addition was willing to participate in the cost of street surfacing. Council Action: The Council continued the hearing to June 21,1994 to allow City staff and the developer to meet and establish a finn commitment to the property owners. TIle sanitary sewer and watermain connections would be assessed when connection is made. Services would be extended to the property line for each buildable parcel prior to any street surfacing program. 3. Project 93-12 - Hills of Bunker Lake 5th Addition, Comm. No. 10483: The Council by resolution did award the contract subject to conditions of the developers contract to "C. W. Houle, Inc." for the low base bid of $1,039,727.70. The Council directed the delay of award of Alternate No.1 bid in the amount of $139,231.03 (140th Lane - Project 94-3) for 60 days or until an agreement with property owners is determined. 4. Project 94-9 - Fox Woods, Comm. No. 10674: The Council by resolution accepted the feasibility report, waived public hearing and ordered the preparation of plans and specifications for the project. The Council specified that authorization to proceed with plans and specifications would not affect the Council's right to deny rezoning of the property. 5. Project 94-6 - Hartfiel's Estates, Comm. No. 10640: The Council by resolution received the feasibility report and set a date for public hearing of 7:01 P.M., Tuesday, June 21, 1994. Honorable Mayor and City Council June 9, 1994 Page 3 ',' 6. Project 94-7 - Sharon's Addition, Comm. No. 10672: The Council by resolution did receive the feasibility report waived public hearing and directed preparation of plans and specifications for the project. 7. Project 93-7 - City Hall Park Complex and Water Resource Plan A letter from Mr. Thomas Kirk, P.E. ofTKDA was presented to the City Council (see copy attached). In view of the fact that a request for an irrigation well would likely not be approved it was recommended that the park irrigation system be connected to the City water supply with a back-flow preventer and metered connection. Council Action: The Council directed that the City water supply be used for park irrigation. Mr. Davidson was authorized to assist the City Utility Department with Minnesota Statutes, Chapter 186 requirements in preparation of the "Community Water Supply Plan". A formal work scope and authorization for services will be prepared. 8. Project 93-9 - Xeon Street Storm Sewer, Comm. No. 10403: Todd Haas and John Davidson did meet at 7:00 P.M. June 7,1994 prior to the regular Council meeting with residents adjacent to the Oak: Bluff 1st Addition wetlands north of 148th Lane NW as follows: Dan Larson Paul Kuehl Tom Anderson 1347 148th Lane NW 1325 148th Lane NW 1269 148th Lane NW Mr. Davidson did review the construction plans and overall surface water management plan in the area. Work will commence after the Coon Creek Watershed Board Meeting June 13, 1994, subject to City Council award of contracts and authorization to proceed. Notice to all adjacent property owners was sent May 26,1994 (see letter attached). The Engineer was excused at approximately 10:00 P.M. JLD/mha Enclosure , TKDA fOLTZ. KING. DUVAll. ANDERSON AND ASSOCIATES, INCORPORATED ENGINEERS. ARCHITECTS. PLANNERS June 6, 1994 1500 PIPER JAFFRA Y PlAZA 4404 CEOAR SmeET SAINT PAUL MINNESOTA 55101.214.0 PHONE:612r.?lli2-'400 FA.X:61212Q2-o08.J " Mr. Frank Stone . Public Works Supervisor City of Andover 1685 Crosstown Boulevard NW Andover, 11Utnesota 55304-2612 Re: Park Irrigation Water Appropriation Andover, Mirmesota Commission No. 9140-940 Dear Mr. Stone: This is in reply to your question regarding the appropriation of groundwater for park irrigation. In accord with Chapter 186 of the Session Laws of 1993, all well construction in the Metropolitan Area must be preceded by the issuance of an appropriation pennit from the DNR for that well, outlining the amount of water allowed to be taken and the use to which it may be put. "Non-essential" water uses, as defmed by Mirmesota Statutes 1030.291, which specifically includes park irrigation, are the lowest water use priority classification, and will be permitted by the DNR only if all higher priority water requirements have been met, domestic water supply being the highest. Therefore, we feel that it is unlikely that a permit will be issued to construct a well for park irrigation until, and unless, the City's water supply plan has been approved and implemented to provide all the potable water required to meet domestic use, based on a reasonable conservation plan. We hope that this clarifies the situation with respect to the park's water supply. If not, or if there are additional questions, please let us know. Very truly yours, ~~~~ ITKImha cc: Mr. Davidson. TKDA Mr. Jacobsen, TKDA \ J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 55J AN ORDINANCE AMENDING ORDINANCE NO. 55, THE PUBLIC WATER SYSTEM ORDINANCE. The City Council hereby ordains: Ordinance 55 is amended as follows: Section 7. Deficiency of Water, Shutting Off Water and Restrictions on Use. The City shall not be liable for any deficiency or failure in the supply of water to consumers, whether occasioned by shutting the water off for the purpose of making repairs or connections or from any other cause whatsoever. In case of fire, or alarm of fire, or in making repairs of construction of new works, water may be shut off at any time and kept off as long as necessary. In addition, the City Council, City Administrator or Public Works Director shall have the right to impose reasonable restrictions on the use of the City water system in emergency situations. shall a 1 and other rom seeps, drant D. No erson shall lrrlaatlon or sprln lng water to run 0 the rains. or into F. There will water system , 6:00 p.m. s. no waterin or even, (on the cit p.m. an J \ ) for All other sections of Ordinance 55 shall remain as written and adopted by the city Council of the City of Andover. Adopted by the City Council of the City of Andover this 7th day of June 1994. CITY OF ANDOVER Attest: {j. { lfte- )(;~ [I.E. Mc e vey - M r rL~~ V1ctor1a Vo - City Clerk I ~ J CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA ORDINANCE NO. 8 DDOD AN ORDINANCE AMENDING ORDINANCE NO.8, THE ZONING ORDINANCE OF THE CITY OF ANDOVER. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY ORDAINS: Ordinance No. 8 is hereby amended as follows: The District Zoning Map of the City of Andover shall be amended as shown on the attached map, showing the following rezoning: The property described as follows is rezoned from R-1, Single Family Rural to GR, General Recreation: The Southwest Quarter of the Southeast Quarter of Section 22, Township 32, Range 24, Anoka County, Minnesota. Except roads. Subject to easements of record, if any. Adopted by the City Council of the City of Andover this 17th day of May, 1994. City of Andover ATTEST: ["4k Vlctorla Volk, City Clerk 1 I ~ I 1 I ' -----,------- - , ~'-' iR-1 !' I I I ~,,. 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'\.NlGHTINGALE , ~ ADDITION " ! - , , 1 , ~ 1 , ; , I , , I :l, I , I --~ I I I ;~~~%i' ;~":'.'7'''~.''- JR:~J-, ';:?$}~~" f'- C~Tt~~. i '.. $"/ftif 1 'I' 1tD_ I . ~ ::::.- I I .' ,~,~;):~, .'.)::;:,"~;:{; ;, ',,',:: ,,';:'m . ~i~ i:tft '.:':,,:-> .:. ~~; u Ii 06-17-1994 13:15 .' 612 450 2502 CITY OF IGH P.01/11 ...;.-~ CITY OF TO: James G. Willig City Administrator FROM: Thomas J. Link Director of Development and protectiva Services if/fV DATE: May 16, 1994 SUBJBCT. Individual. Sewage Treatment Sysatem. (ISTS) Maintenance Ordinance - Work Plan The City Council recently suspended the implementation of the. City's Individual Sewage Traatment System Program (I.S.T.S.) Maintenance Ordinance. Following significant public reaction, the Council directed staff to consider modifications to the ordinance. outlined below a~e the issue6 which need to be addressed and a work plan for accomplishing thia. Issues The following i~~ueB must be researched and analyzed further. .EU.s. The permit tee would be eliminated, while a penalty fee for non- compliance would be added. Permit The elimination of the fee may allow the permit to be el1minated. Instead, aome form of a verification of pumping could possibly be implemented. Renortinc:r l:!V ilnmper The verification could possibly be provided by the pumper, pOSSibly in conjunction with their monthly reports to the County. Inapection in leu of pu~in9 Instead of automatically requiring pumping every two years, an owner could have the system inspected to determine if pumping is necessary. In some inatances where a residence is on1y used part of the year or theria ia only a single resident, it may be unnecessary to pump every two years. 06-17-1994 13:16 612 450 2502 CITY OF IGH P.02/11 ,..,,'" James Willis May 16, 1994 page 2 of 3 We must recognize that this option may ultimately be more coat1y for the owner since it may involve the cost of inspection and pumping. " Inspections It would have to be determined who inspects the systems. There are three options available I Pumper, City Inspector, and Private In.epector. There 15 concern that there may be a conflict of interQ~t if the pumper ware to inapeet the ~yatem to determine if the system needs to be pumped. If the City performs the inspection, there will be a need for additional staffing. The possi~il1ty o! a private 1nspector needs to be explored further. Costs of Tns~p.~ttonServices It has to be determined who will pay for the inspection services. If the owner hires a pumper or a private inspector to perform the inspections, it would seem appropriate that the cost is born by the owner. If the City adds staff to perform the inspections, those costs could be born by the owner through a fee or through the general fund. Manhole reouiramant It was questioned whether all treatment systems had to have either a manhole or a 6" inspection pipe. Though the ordinance currently requires this, there was concern that it would necessitate costly upgrades of many old systems. Manhole safet,y Thera was concern that manholes may be unsafe since children may fall through them. Work Plan Meetina with pumuer (June IS) The first task is to meet with the pumpQra and county to discuss the possibility of them SUbmitting regular reports to the City, possibly in conjunction with there monthly COunty report. This woUld provide the City with necessary verification to allOW the permit r~quirement to ~e deleted. It a180 place8 the burden of complying with veritication requirements on the pumpers, instead of owners. The various issues regarding inspections could also be discussed with the pumpers. 06-17-1994 13:16 , 612 450 2502 CITY OF IGH P.03/11 ;.'.r Jamees G. willis May 16, 1994 Page 3 of 3 In a related issue, research eshould be done with Public Works and MWCC to develop a &Qptage dumping (disposal) site wi Chin the city. This may lower costs for pumpers and enable savings to be passed on to residents. Perform research (June 15) Staff would perform. research regarding the issues listec1 above. or primary imporcance are the issuel!! pertaining to manholes and inespec:tione. Prepare report (July)' Following the meeting with the pumpers a.nd the resea.rch, staff would prepare a report to City Council which analyzes the issues- and provides alternatives. Prenare Ordinance Pollowing Council discussion, an ordinance would be drafted, with the assistance of the City Attorney, Hold Public Hearinq A public hearing would be held. Notices would be seIlt to all treatment system owners on the City' s mailing list. It may be helpful to hold a hearing at an aUc1itorium at the high ~chool or college becau15e of the high level. of public: interest. The Planning Commission'g role would also have to be determined. TJL/jsa ,06-17-1994 13:16 612 450 2502 CITY OF IGH P.04/11 CITY OF INVER GROVE HEIGHTS DAKOTA COUNTY, MINNESOTA " ORDINANCE NO. 795 AN ORDJ;NANCE AMENDING' lNVER GROVE HEIvHTS CITY CODE SiCIWN ~ RELATING TO THE D~GN, INSTALLATION AND MAINTENANCE 0' ON-8rrn INDlYlDUAL SEWAGE TREA~STEMS . '----. The City Council of Inver Grove Heights hereby ordains: Section 1. Aitenrbnent. Inver Grove Heights City Code Section 402 is hereby amended to read as follows: Sectlon 402 Deslp In5tJll1atton and MAlntrnslnce of On-BUi Individual SeWBee Treatment ~~mR 402.01. uennttlons. The following teIIDS In this Section 402 shall have the following meanings as set fonh blow: Aerobic Tan1f. Aerobic tank means any switch tank which utUizcs the principle of oxidation in the decomposition of sewage by the introduction of air Into the sewage. Baine. Baffle means a devicc installed in a septic tank for proper operation of the tank and to provide maximum retention of solids, and includes vented sanitary tees and submerged pipes in addition to those devices that are normally called baffles. COm'lnp....flll and Tndtistrlal. Commercial and industrW means any use of a building or property other than a single family residential dwelling unit. F!P1ed IndividUAl Sewage Treatment S-ptem. Failed individual sewaie treatment system means a soil treatment syatem that is allowina sewage, sewage tank effluent, or aeepage from the soll treatment system to be -1- 06-17-1994 13:17 612 450 2502 CITY OF IGH P.05/11 ORDINANCE NO. 795 discharged to the ground surface, abandoned wells, or bodies of surface water, or into any rock or soil formation the structure of which is not conducive to purification of water by filtration, or into any well or other excavation in the ground. Failed ipdividual sewage treatment system also means an individual sewage treatment system that uses cesspools, leaching pits, or seepage pits, or systems with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics. Individual Sew8&e Treatment System. Individual sewage treatment system means a sewage treatment system or part thereof, serving a dwelling, or other establishment, or group thereof, which uses sub-surface soil treatment and disposal, including approved holding tanks. Mound System. Mound System means a system where the soU treatment area is built above the ground to overcome limits imposed by proximity to water table or bedrock, or by rapidly or slowly permeable lIolls. Owner. Owner means all persoJUI having pos8C3sion of, control over, or title to an individual sewage treatment system. Pump or Pnmped. Pump or pumped means the removal and sanitary disposal of scptagc from the septic tank. Removal of septagc also includes complete removal of scum and sludge. PnmDer or CertiOed Pnmner. Pumper or certified pwnpcr means a person or company that has been licensed by Dakota County as qualified to pump a septic system. Secondu:y Dlscharae: Secondary discharge means those solids and liquids discharged intermittently which are not part of the businesaes commercial and/or industrial process, including, but not limited to, floor drains and overflow from containment areas. Septave. Septage means those solids and liquids removed during periodic maintenance of a septic or aerobic tank or those solids and liquids whicl1 are removed from a holding tank. SeW&i<<!. Sewage means any water carried domestic waste, exclusive of footlni and roof drainage, from any industrial, agricultural, or commercial establishment, or any dwclling or any other structure. Domcstic waste includes liquid waste produced by toilets, bathing, laundry, culinary ~2- 06-17-1994 13:17 612 450 2502 CITY OF IGH P.06/11 ORDINANCE NO. 795 operations. and the floor drains associated with these sources, and specifically excludes animal waste and commercial or industrial waste water. " Sewa~e Tank. Sewaae tank means a water tight tank used in the treatment of sewage and includes, but is not limited to, septic tanks and aerobic tanks. Septie TAnk. Septic tank means any water tight, covered receptacle designed and constructed to receive the discharge of sewage from a building sewer, separate solids from liquid, digest organic matter, and store liquids through a period of detention, and allow the clarified liquids to discharge to a soil treatment system. .5.2fl Treatment Syllt~. Soil treatment system means a system where sewage tank effluent is treated and disposed. of below the ground surface by filtration and percolation through the soil, and includes those systems commonly known as seepage bed, trench, drain field, disposal field and mounds. Zone A. Zone A means the land within the City of Invcr Grove Heights lying to the south and west of Highway 55. Zone B, Zone B means the land within the City of Inver Grove Heights lying to the north and cast of Highway 55. 402.03. ~f1p.ptfon of Minnesota PoQutlon Control ~~ Rille 'ZflSO ~ Reference. Chapter 7080 of the Minnesota Rules of the MiImesota Pollution Control Agency Water Quality Division for Individual Sewage Treatment Systems (MPCA Rule 7080) and Appendix A found in Rule 7080.0210 llDd any subsequent amendments thereto, are hereby adopted by reference and shall be a part of this ordinance as if set forth fully herein. A copy of MPCA Rule 7080 and Appendix A are on file in the office of the City Clerk. An individualllcwage treatment system shall only be U8ed for the discharge of sewage as that term is dcf'mcd herein. 402.04. HoJdf"i TankA, Holding tanks conforming to the requirements of this code arc limited to the following installations: (a) Tanks with a capacity not exceeding 1000 gallons may be used for collection of secondary discharge not suitable for on- site treatment. -3- "'1:)-17-1994 13:18 612 450 2502 CITY OF IGH P.07/11 ORDINANCE NO. 795 (b) Replacement of failed individual sewage treatment systems on existing uses when no other means of treatment is possible. ,- 402.05. DestlPl or Individual Sewll2e Treatment S"st.PmA. In addition to the requirements contained within MPCA Rule 7080, all new, rebuilt or otherwise modified individual sewage treatment systems located in the City shall be designed by a person licensed as a site evaluator by Dakota County a& being qualified to design such systems. Proof of such certification shall be provided to the City at the time the design of the individual sewage treatment system is submitted to the City's building inspection division for approval. The design shall be submitted to and approved by the building inspection division prior to issuance of any building permits for the subject site. ",a. ~ -- , 402.07. InmAl1'1tJon orlndivldnAl Sewasze Treatment SyRU!mll. The installation of an individual sewage treatment system sball occur only at the location approved by the City's inspection division. Installation of the system at any other location shall require submission to and approval of revised design and location plans by the City's building inspection division. The system shall only be installed by a person or company licensed by Dakota County as qualified to install such a system, 402.09. TestInf ror,Locatlons. Por all lots in unsewered areas that require platting or a waiver of platting, the landowner shall submit to the City sufficient soil borings and analysis on each such lot to 5how the existence of an adequate land area of suitable soils that will accommodate at least two (2) sites for a soil treatment system on the subject lot, taking in account depth to water tablc, soil types and conditions, topographic features. flooding potential and mandatory setback requircments, as dictated by city ordinance and any applicable state and federal rcgullltiOI1B. The evaluation of the soils and the soil borings as weII as the two (2) potential locations of- the on-site individual sewage treatment sYlltcm shall be submitted to the City for review and approval prior to any preliminllry plat approval or waiver of platting being given for the subject property. Failure to provide the information required by this section or failure to have at least two (2) potential sites for a soil treatment system on each lot shall be grounds for denial of the plat or grounds for the denial of the waiver of platting. ~ -.. .. . - ... . 402.11. Permit ReqJ1lred. Subject to Section 402.15, no individual sewage treatment system shall be used unless the owner of the individual sewage treatment sy8tem has received a pennit from the City and the permit is in force and effect. SuM. 1. M:mdarorv l'umpin~: Maintl!t"Ill.nce permit. The owner of every sinile family residential sewage tank. septic tank or holdini tank shall apply for the tank maintenance pennit from the city's building inspection division. The permit shall be issued by the buildint inspection division only if the following requirements arc met: -4- 06-17-1994 13:19 612 450 2502 C!TV OF IGH P.08/11 ORDINANCE NO. 795 , (a) The owner of the individual sewage treatment system shows evidence to the building inspection division in the form of a written certificate from the pumper that the septic or sewage tank has been pumped in accordance with 402.11 Subd. 3 within twelve months prior to permit application. (b) The owner of the individual sewage treatment systems shall show evidence to the building inspection division in the form of a written certificate from the pumper on the average pumping frequency and volume of holding tank(s). (c) The owner 'pf.~e. iD(1ividual sewage treatment system of holding tanks pays the required permit fee as set forth in Chapter X of the city code. .. SU1x1. 2. Commercial and Industrial ~ational Permit. 1be owner of every commercial and industrial individual sewage treatment system shall apply for an Individual Sewage Treaonem System Permit from the ~ity's building inBpection division. The permit shall be issued by the building inBpection division only if the following requirements are met: . (a) The owner of the individual sewage Jreatmcnt systems shows evidence to the building inspection divi!lion in the form of a written certificate from the pumper that the septic or sewage tank has been pump~ in accordance with 402.11 Sub<!. 3 within twelve months prior to permit application. (b) The owner of the individual sewage treatment system shall show evidence to the building inspection division in the form of a written certificate from the pumper on the average pumping frequency and volume of holding taDk(s). (c)_ Inspection shall be completed by the city building inspection division to verify water use and suitable effluent quality for on-site treatment. For an increase in discharge rate due to a change of use or building addition, the owner will be responsible to complete an individual sew:!ie treatment system evaluation to determine capacity of existing system. Permit will not be issued unless system is capable of lumdHng discharie. -5- ,06-17-1994 13:19 612 450 2502 CITY OF IGH P.09/11 ORDINANCE NO. 795 (d) The owner of the individual sewage treatment systems pays the required permit fee as set forth in Chapter X of the city code. (e) A new operational permit is required when a change of ownership. building use or building addition occurs. . Subd. 3 The application for the permit and the certificate from the pumper shall be made on the form provided by the City. The certificate to be executed by the pumper shall state the following: (a) That the sewage tank or septic tank has been pmnped -through the manhole or centrally located 6" diameter clcanout when tank is equipped with inspection pipes abovc thc baffles. (b) The date of the pumping. (c) The County licensc number of the pumper. (d) That the baffles am tank havc been inspected by the pumper and arc in proper working condltlon. (c) Indicate if there is any evidence of surface discharge from the draJnfleld. Subd. 4. Duration. ~ duration of the permit shall be for two (2) years and shall be renewed by the owner again making application to the City for such permit. The permit sba1I be deemed revoked if the system becomes a failed individual sewage treatment system.. Subd. S. Relation to Zoninl!: Code. Permits will not be issued if the building or property use is not in conformance with City Zoning Code. . .. . Subd. 6. Timely ApJllication. If an owner has not obtained the permit as required by SuM. 1 and 2 by the elate specified by the City Letter of Notification, the permit fee as stated in Chapter X shall be doubled. 402.13. Pn1'l1~1l TItroneJ't Manhole. All pumpine must occur through a manhole. Access to the septic tank shall be by one or more mRnh()les, at a mfnimum of twenty (20) inches least dimension. The mRnhnlc shall extend throuih the tank cover to a point within twelve (12) inches of finished arade. If the manhole is covered with less + 06-17-1994 13:20 612 450 2502 CITY OF IGH P.10/11 ORDINANCE NO. 795 than six (6) inches of soil or is at grade, the cover must be secured to prevent unauthorized access. Sewage shall be PumPed through the manhole. If a manhole does not exist then one shall be installed. Exception: Sewage or septic tanks which arc equipped with a minimum 6n diameter cleanout and an inspection pipe located above each baffle cleanout. 402.15. ~edule For Initial Perm.itll. The owners of imividual sewage treatment systems in zone A shall obtain a maintenance or operational permit as required no later than September 1, 1994. The owners of individual sewage treatment systems in zone B shall obtain a T1Jllintenance or operational permit BJJ required no later than September 1, 1995. . ~- '- 402.17. IJmltB On Cnmme.rdlll And Industrial Dischllll'2e. No llnimlll waste or commercial waste water or lOOustrial waste water shall be discharged on the' surface or into the sub-surface unless the person allowing or causing the discharge first obtains a state disposal system pennit from the Minnesota Pollution Conttol Agency. SUch discharges must comply with the terms and requirements of the state disposal system pennit in order to continue. An individual sewage treatmem system that on the effective date of this Section 402 is used for the discharge of Ilnim:l.l WBJJte or commercial waste water or industrial waste water may continue to be used for such purposes untU :such system becomes a failed individual sewage treatmcm system or the Minnesota Pollution Control Agency orders discontinuance, whichever occurs rlISt; then, in 5Uch case the new installed. systems must comply with this Section 402. 402,19 Failed In'"vtdnal SewBlle Treatment Svsu.m, From and after six (6) months from the effective: Witc of this Section 402, no failed individual sewage: trc:Atme:nt system shall be: used in the City. The owner of a failed individual sewage treatment system shall replace, modify or reconstruct the failed system. either in conformance with MPCA Rule: 7080 or, if allowed by the building inspection division, in conformance with Appendix A to MPCA Rule 7080; in the alternative, the owner sball permanently discontinue use of the failed system. Upon application by the owner, the City Council may allow the failed system to be used up to one (1) year from Council approval of the application if the Counttt "finds that the failed system is not causing an tmmfnPUt danger . to the public health, safety and welfare and either by reason of exceptional circumstances the strict enforcement of this Section 402.19 would cause undue hardship or strict conformity with Section 402:19 is impractical or DOt feasible under the circumstances. . '. .0 402.21. Pfl,nA1tv. Violation of this Section 402 shall be a misdemeanor. Presentation to the City of any false or intentionally mislest'lini sta1cments,' certificates or applications by the owner or by the certified pumpers or certified designers or installers of individual sewage treatment systems shall also be a misdemeanor. -7- QRDINANCE NO. 795 402.22. Incon!lhltenc:y. It any provision of this Section 402 is inconsistent with MPCA Rule 7080. then that provision which is more demSl1'llling or provides a greater level of requirements or restrictions or provides an earlic~. date of compliance shall prevail and be ~trolling. If any provision of tbi8 Section 402 is inconsistent with City Code 517.12 Q. then that provision which ill more deml'lndlng or provides il greater level of requirements or restrictions or providca an earlier date of compliance s~ prevail and be controlling. Section 2. EffectiTS Date. This ordiftllnt'-(l sba11 be in full force and effect from and after its adoption and publication according to Jaw. Pasaed this 11 th day of Octabft ,1993. "\Y8ll: 4 Hays; 1 Attest: ~~ Lore~. D Clerk -~ -. 11170.00CXl0CI2IZ -8- 10/l0'd HOI ;/Q ALl:! ~0~ 0SV ~19 VG:~l v661-Ll-90 ~ ,~ '11' -3 CL lc-'::X I.q q DECEIVED JUN 2 1 1994 CITY Ot- AI\JUQVER rA)t/ ,0: :~HIJ PAV) ~SC{V /";--;c"C7"t June 20, 1994 Mayor Jack McKelvey, Council Members & City staff 1685 Crosstown Boulevard NW Andover, MN 55304 Mayor McKelvey, Council Members & staff, The residents of 140th Lane NW appreciate the efforts of the City Council, Mr. Davidson and the City staff in their attempts to improve our street from Hills of Bunker Lake 5th Addi tion to Prairie Road. Mr. Davidson has done a fine job in that he has met with the property owners and with Mr. Emmerich to discuss options. It appears that the majority of the land owners effected by this project are in favor of the improvement although there is still one concern. We understand that the sewer and water mains are trunk lines and we will not be required to hook up. The item that is still of concern to some of the residents is the eventual cost of connecting to sanitary sewer and city water. Mr. Davidson advised us that we would need to discuss this matter with you. The existing homes are on various locations within the existing lots. One property owner's home is centered on his lot. He is considering a move in the near future and believes that he will be forced to connect to sewer and water in order for a buyer to obtain financing for his home. In his case he would be looking at about $15,000 in connection charges in addition to the $6,031 assessment for the curb, gutter and storm sewer. ~ . Because these are trunk lines to serve the new development East of prairie Road and there is no planned development on the existing lots at this time, we would ask that the City Council and Staff consider the following: 1. At such time as the existinq homes connect to sanitary sewer and city water they be assessed at the rate of an ,average 100 foot lot. 2. If the existing lots are subdivided, additional connections will be assessed at the normal rate. We appreciate our time and consideration of this matter. . ~ ~ ANDOVER VOLUNTEER FIRE DEPARTMENT OS/20/94 QG to ~al-q<./ TOTAL FIRE AND EMS CALLS COUNC~L COPV' FOR THE MONTH OF APRIL 1994 DAY/ MTH QTR no CALL RESP SCENE FIRE/ NIGHT/ , PRI COUNTY , , , DAY TIME TIME TIME EMS WEEKEND ADDRESS REASON RESP STA INC , ~-- --- --- --- ----- ----- ----... ----- --------- ------...----------------- ---------------------------- ----- ---- ------ 1 1 122 1 02:55 03:00 03:03 EMS NIGHT 2730 133RD LN SEVERE STOMACH PAIN 9 1 3598 2 2 123 1 15:40 15:44 15:47 FIRE DAY JAY S T & BUNKER SMOKE FROM BEHIND A BUILDING 16 1 3622 3 3 124 1 18:11 18:12 18:15 FIRE NIGHT (N) CO RD 9 & 140TH LN P,I. ACCIDENT - ROLLOVER 12 1 3627 4 4 125 2 16:39 16:44 16:48 FIRE DAY (W) CO RD 9 & 164TH LN P. I. ACCIDm 6 2 3673 5 5 126 2 19:09 19:13 19:19 FIRE NIGHT (N) 524 159TH AVE SMELL OF GAS - OUTSIDE 7 3 3682 6 6 127 2 20:34 20:36 20:39 EMS NIGHT (N) 3457 167TH LI SEVERED FIlm 6 2 3686 7 7128 3 00:37 00:39 00:40 EMS NIGHT (W) 15525 LARCH ST PERSON IN SEIZURES 7 3 3697 8 8 129 3 15:00 15:04 15:05 EMS DAY (II) 14386 RAVEN ST FEMALE UNCONSCIOUS 8 1 3718 9 9130 4 02:41 02:46 02:48 EMS NIGHT (W) 540 156TH LN HEART ATTACK 17 3 3741 10 10 131 4 08:29 08:32 08:37 FIRE DAY CO RD 9 & 154TH LI VEHICLE FIRE 15 2 3747 11 11132 4 09:59 10:03 10:05 FIRE DAY 1286 150TH LN RESIDENTIAL FIRE ALARM 8 3 3752 12 12 133 5 21:14 21:18 21:21 FIRE NIGHT 2159 153RD LlI ILLEGAL BURN 10 3 3812 13 13 134 5 23:14 23:16 23:20 FIRE KIGHT 13842 SILVEROD CT VEHICLE FIRE 10 1 3815 14 14 135 6 00:56 01:01 01:04 EMS KIGHT 14433 JONQUIL ST HEART ATTACK 6 1 3818 15 15 136 8 18:08 18:10 18:13 FIRE lIIGHT (II) HAlISON BLVD & CO RD 18 P.I. ACCIDm 10 3 3940 16 16 137 8 22:05 22:10 CAlIC EMS lIIGHT (II) 15945 VINTAGE ST 3 YO - 1I0SE LACERATIOll 10 2 3948 17 17 138 10 16:12 16:13 16:22 FIRE DAY (II) 7TH AVE & 155TH AVE GRASS FIRE 21 2 4030 18 18 139 11 20:38 20:42 20:47 EMS lIIGHT 13835 RAVEl! ST 4 YO - IlIJURED FROM A FALL 12 1 4088 19 19 140 11 23:55 CANC CANC EMS lIIGHT 16624 CROCUS ST OVERDOSE 3 3 4100 20 20 141 13 05:47 05:48 05:50 FIRE DAY CO RD 7 & RIVER BRIDGE VEHICLE LEAKING GASOLINE 14 2 4143 21 21 142 13 16:57 16:59 17:02 FIRE DAY 16911 ImOOD ST GREASE FIRE INSIDE A STOVE 24 2 4159 22 22 143 14 17:28 17:34 17:35 FIRE NIGHT MOM'S AUTO @2052 BUNKER BRUSH FIRE 7 1 4202 23 23 144 14 19:20 19:22 19:23 FIRE lIIGHT 14063 CROSSTOIIN BLVD EICESS SMOKE FROM A CHIMlIEY 7 1 4210 24 24 145 15 17:52 17:53 17:56 EMS NIGHT (W) 13846 ROSE ST SUICIDE ATTEMPT 15 1 4249 25 25 146 16 15:41 15:45 15:49 FIRE DAY (W) 12800 BUlIKER PRAIRIE RD GRASS FIRE - COOll RAPIDS 11 1 4289 26 26 147 16 16:55 16:56 17:02 FIRE DAY (W) 2268 174TH CIRCLE GRASS FIRE 23 3 4296 27 27 148 16 17:50 17:53 17:54 EMS NIGHT (W) 13929 NIGHTENGALE CHILD - SEVERE STOMACH PAIN 10 1 4303 28 28 149 17 12:43 12:43 12:43 FIRE DAY (w) CO RD 9 & 153RD AVE GRASS FIRE 8 2 4338 29 29 150 17 12:49 12:57 12:57 FIRE DAY (W) NIGHTElIGALE & CO RD 20 SMOKE IN THE AREA 0 3 4339 30 30 151 17 16:59 16:59 17:06 FIRE DAY (II) 14243 RAVElI ST ILLEGAL Bm 13 1 4365 31 31 152 17 17:13 17:14 17:18 FIRE NIGHT (N) 1539 147TH AVE 20' LP TANK LEAKING 7 3 4367 32 32 153 17 17:58 18:00 18:05 EMS lIIGHT (II) 14239 VIlITAGE ST 10 YO - BACK INJURY 11 1 4373 33 33 154 17 22:37 22:40 22:41 EMS lIIGHT (II) 13800 RAVEN ST mum SHOCK 11 1 4398 34 34 155 18 02:55 02:59 03:04 EMS lIGHT (II) 2350 177TH LlI DIABETIC -11- LOW BLOOD SUGAR 11 3 4403 35 35 156 18 15:46 15:50 15:55 FIRE DAY 2930 195TH LlI GRASS FIRE - OAK GROVE 24 2 4434 36 36 157 18 16:42 16:46 16:48 FIRE DAY 18706 DAHLIA ST GRASS FIRE - OAK GROVE 26 2 4441 37 37 158 18 16:39 16:40 16:41 FIRE DAY HAlISON BLVD & CROSSTOIIN P.I. ACCIDENT 15 3 4443 38 38 159 18 17:19 17:19 CAlIC FIRE !lIGHT IAVIS ST & 138TH GRASS FIRE 10 1 4446 39 39 160 22 13:39 13:44 13:45 EMS DAY 2331 UPLANDER DR BACK IlIJURY 6 1 4601 40 40 161 22 22:15 22:19 22:25 FIRE NIGHT (W) 3800 140TH AVE UNKNOWN TYPE FIRE 5 1 4630 41 41 162 23 21:47 21:48 21:52 FIRE NIGHT (II) WARD LAKE DR & 166TH ILLEGAL BURN 7 3 4669 42 42 163 24 09:02 09:02 09:07 FIRE DAY (W) CO RD 9 & 150TH LN p, I. ACCIDENT 13 1 4690 43 43 164 24 19:18 19:21 19:26 FIRE lIIGHT (N) 3540 153RD AVE LIGHTENING STRIKE 7 2 4110 44 44 165 25 02:36 02:41 02:44 EMS NIGHT (II) 3943 17211D LlI DIABETIC IN SEIZURES 7 2 4118 45 45 166 26 14:18 14:22 14:27 FIRE DAY VERDIN ST & 167TH AVE SMELL OF GAS - OUTSIDE 7 3 4774 46 46 167 28 19:39 19:41 19:49 EMS lIIGHT 15787 SWALLOW ST DESPONDENT MALE 5 3 4870 47 47 168 28 20:04 20:09 20:16 EMS NIGHT 15930 DAKOTAS ST 6 YO - ABDOMINAL PAIN 4 2 4872 48 48 169 28 23:28 23:35 23:38 EMS NIGHT 17762 ROUND LAKE BLVD CHEST PAIN 4 2 4887 49 49 170 29 14:31 14:33 14:35 FIRE DAY PRAIRIE RD & BUNKER VEHICLE HIT TREE 10 1 4913 50 50 171 29 22:10 22:11 22:14 FIRE NIGHT (W) 643 CONSTANCE BLVD VEHICLE FIRE 8 3 ma 51 51 172 29 23:51 23:54 23:55 EMS NIGHT (~) 13660 CROSSTOWN BLVD ATTEMPTED SUICIDE 6 1 4942 52 52 173 30 01:02 01:08 01:10 EMS NIGHT (W) 2890 141ST AVE HEART ATTACK 5 1 4945 53 53 174 30 22:30 22:32 22:36 FIRE NIGHT (W) 1727 147TH LN ILLEGAL BURN 9 3 4382 543 10.2 --..._-- . ~NDOVER VOLUNTEER FIRE DEPARTHENT OS/20/94 TOTAL FIRE AND EHS CALLS FOR THE HONTH OF APRIL 1994 Toms DRILLS & HEETINGS .........---------------------- HTH QTR m 04/06/94 DRILL 41 , , , 04/13/94 DRILL 41 --.. --- --. 04/20/94 DRILL 41 1 1 18 EHS DAY 04/27/94 BUSINESS HEETING 25 7 7 23 EHS HIGHT 1 1 11 EHS WEEKEND (DAY) 12 12 31 EHS WEEKEND (NIGHT) 148 21 21 83 EHS Tom --...._- YTD 10 10 33 FIRE DAY CURRENT \ OF 5 5 23 FIRE HIGHT STATION cms HONTH YTD TOTAL 8 8 17 FIRE WEEKEND (DAY) ----------------------------------------------- 9 9 18 FIRE WEEKEND (NIGHT) STATION I 23 91 52.30\ 32 32 91 FIRE Tom STATION II 12 38 21.8 4\ STATION III 18 45 25.86\ 11 11 51 Tom DAY -....-----..-- 12 12 46 Tom HIGHT 53 174 9 9 28 TOTAL WEEKEND (DAY) ------.....-..... ...............---- 21 21 49 TOTAL WEEKEND (lIGHT) 20 20 79 TOTAL DAY 33 33 95 Tom NIGHT 53 53 174 GRAND TOTAL -, ". ANDOVER MINUTES OF VOLUNTEER FIRE DEPARTMENT THE MONTHLY BUSINESS MEETING APRIL 27TH, 1994 COUNCIL COpy The meeting was called to order at 19:00 by Chief Dale Mashuga. The pledge of allegiance was said and roll call was taken. The minutes of the March 30th, 1994 Monthly Business Meeting were voted on and accepted as written. FIRE MARSHAL - J. Noyes (absent) . No report. OFFICER'S REPORTS Total Calls (THRU 4/26) 1994 = 166 1993 = 128 1992 = 131 FAMILY AUXILIARY - B. Winczewski Social on Sunday, May 1st 2:00 to 3:00. Need to do fund raiser. Flower $ is over spent. Barb & Judy are the only ones authorized to call and order flowers. Adopt-A-Highway clean-up on Andover Blvd. scheduled for 5/7 at 10:00. COMMITTEE REPORTS STAFF RESOURCE - T. Miller . Two recruits have started at Station I (days). Two more to start soon. TRAINING - P. Gengler (absent) . No report. PUBLIC ED - J. Noyes (absent) 50+ went through the safe house at Grace Lutheran thanks to Joyce, Tom Miller, and Jerry Koltes. CPR Class - 20+ trained. Thanks to Steve Hagstrom and those who helped. MAINTENANCE - M. Winczewski (absent) . R5 having starting problems. SAFETY - D. Reitan (absent) . No report. HAZMAT - S. Berhow . Nothing to report. UNIFORMS/STATION MAINTENANCE/RADIO/SPECIAL PURCHASES - T. Johnson / T. May Fitting for uniforms next Wednesday (5/4). Ordering shirts etc. Some of the things are In. Jackets should be done in about two weeks. FUND RAISING - J. Koltes . Planning to have a beef raffle. .. ANDOVER VOLUNTEER FIRE DEPARTMENT MINUTES OF THE MONTHLY BUSINESS MEETING APRIL 27TH, 1994 Page 2 COMMITTEE REPORTS ( conti nued) SMALL EQUIPMENT/SCBA - T. Johnson Meetings now on 3rd Monday of every month. Met on 4/25. Found several problems with equipment not being put away, cleaned, shut off, and/or re-filled following the house burn. AD HOC COMMITTEE REPORTS ENGINE 6 REFURB - M. Neuschwander (absent) . No report. INVENTORY - D. Saffrin (absent) . No report ISO - B. Peach (absent) / D. Szyplinski (absent) . No report. STATION RESPONSE - T. Howe . Nothing to report. CHIEF'S REPORT - Dale Mashuga/Dave Reitan (absent) Thanks for our help from Oak Grove. State Fire School this weekend. E6 to be gone Sunday. OLD BUSINESS Status - New turnout gear - Dale is waiting for tax law change to pass. Blood drive scheduled for 5/16. NEW BUSINESS Discussion - Regarding shift % - T. Howe requested it be changed. Per Dale it is not up for discussion/voting by the membership. Motion by T. Howe (seconded by L. Capeling) to change to individual station tones. Motion was discussed and tabled until May due to the lack of a quorum for voting. A motion for adjournment was made and seconded. The meeting was adjourned at 20:20. Respectfully Submitted, ~4u4 Larry Capeling, Secretary " CITY OF ANDOVER REQUEST FOR COUNCIL ACTION DATE June 21, 1994 AGENDA tn SECTION ORIGINATING DEPARTMENT Discussion Item/Add-On Dick Fursman, Administration APPROVED FOR AGENDA ITEM tn BY: Order Feasibility Study/Extension of Sewer & Water to the Proposed School Sites The City Council is requested to approve the resolution for project 94-18, ordering a feasibility study from TKDA for the extension of water and sewer to the proposed new schools. Staff met with school land developer Dick Nyberg on June 21st and discussed development of a grade school and a middle school in the City of Andover. ,The issue of providing municipal services was discussed and it was determined that a feasibility report would be required before further negotiations could proceed. The City discussed the possibility with Mr. Nyberg that the school district finance a portion of the trunk sanitary sewer and be reimbursed upon hookup from other sources. Having an estimate to determine the cost of the project is a necessary component for the development of a sale proposal. Staff recommends a feasibility study be ordered immediately with acceptance for a feasibility report schedule for July 5th. MOTION BY: SECOND BY: TO: ~. CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENTS OF TRUNK SANITARY SEWER AND TRUNK WATERMAIN PROJECT NO. 94-18, IN SECTION 22 (NEAR CITY HALL) AREA. WHEREAS, the city Council of the City of Andover is cognizant of the need for improvements, specifically trunk sanitary sewer and trunk watermain in the following described area: Section 22 (Near City Hall) ; and WHEREAS, the City Council proposes to assess the benefitting property for all or a portion of the costs of the improvement, pursuant to Minnesota Statutes 429. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover that: 1. The City Council is cognizant of the need for improvements. 2. The proposed improvement is hereby referred to TKDA and they are instructed to provide the City Council with a feasibility report. MOTION seconded by Councilmember and adopted by the City Council at a regular meeting this 21st day of June , 19~, with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER J. E. McKelvey - Mayor ATTEST: Victoria Volk - City Clerk I ' IJ ( . FEASIBiliTY REPORT I I I I I II I II I I II I ~:,: TKDA j , . ENGINEERS. ARCHITECTS. PLANNERS " ~ '- ~ I'". ;' ~. ~,'.- _' r '. '- I . FOXBERRY FARMS CITY PROJECT 94-8 JONATHAN WOODS CITY PROJECT 94-10 TRUNK WATERMAIN IMPROVEMENTS ANDOVER BOULEVARD ANDOVER, MINNESOTA COMM. NO.1 0613/1 0675 TOLTZ. KING. DUVALL, ANDERSON. ' AND ASSOCIATES. INCORPORATED .,. 1500 PIPER JAFFRAY PlAZA 444 CEDAR STREET SAINT PAUL, MINNESOTA 55101-2140 PHONE:612J292-4400 FAX:612J292~. .' I I I I I I I I , - - . , - , , , , \ TOLTZ, KING, DUVALl, ANDERSON AND ASSOCIATES, INCORPORATED ENGINEERS-ARCHITECTS-PLANNERS SAINT PAUl, MINNESOTA FEASIBILITY REPORT FOR i . t I , t \ I , FOXBERRV FARMS CITY PROJECT 94-8 JONATHAN WOODS CITY PROJECT 94-10 TRUNK WATERMAIN IMPROVEMENTS ANDOVER BOULEVARD ANDOVER, MINNESOTA COMMISSION NOS. 10673/10675 I hereby certify that this Feasibility Report was prepared by me or under my direct supervisIon and that I am a duly registered Professional Engineer under the laws of the State of Minnesota 10673/1 0675 I I I I I I I I I I I I I I I I I I - , FOXBERRYFARMS.PROJECT9~ JONATHAN WOODS, PROJECT 94-10 TRUNK WATERMAIN, ANDOVER BOULEVARD ANDOVER, MINNESOTA Location The proposed improvement covers utility and street improvements for 82 lots in Foxberry Farms Addition and 38 lots in Jonathan Woods Addition located in the E1/2. SE1/4 Section 26, Township 32N. Range 14W in the City of Andover, Minnesota. Hanson Boulevard NW (CSAH 78) fronts along the SE 1/4 of the SE 1/4 of Section 26- 32-24 west of Foxberry Farms. Andover Boulevard abuts the north boundary, Old Colony Estates abuts the east boundary of Jonathan Woods and Hills of Bunker Lake 4th Addition abuts the property to the south. Proposed Improvements 1. Sanitary Sewer A. Foxberry Farms Sanitary sewer service to Foxberry Farms will be provided by connecting into the existing 24" interceptor line located along the north side of Coon Creek in the park on the south boundary of the plat. The connection will be made at the manhole near the east right-of-way line of the intersection of the interceptor sewer and Hanson Boulevard. An 8" PVC line will be extended approximately 150 feet northeastward to the intersection of 141 st Avenue. An 8" PVC line will be extended on 141st Avenue to approximately 50 feet from the east end of the plat. An 8" PVC line will be extended in the cul-de-sac at Drake Street NW to the center of the cul-de- sac. An 8" PVC line will be extended on Eagle Street from 141 st Avenue to 144th Lane NW. then on 144th Lane NW easterly to the east end of the plat, and on the cul-de-sac on 144th Lane for approximately 250 feet west to the center of the cul-de-sac. A connection onto the Eagle Street sanitary sewer will be made at 142nd Lane NW, and 8" PVC will be extended on 142nd Lane to a dead-end manhole located near Lot 12, Block 7. -1- 10673/10675 I I I I I I I I I I I I , , , , I , , , Service on Drake Street NW will be provided by connecting onto the 144th Lane NW sanitary sewer and extending an 8" line from 144th Lane to 143rd Avenue. Lots 1 - 4, Block 4 will be served by short 8" PVC extensions on 143rd Avenue from Drake Street to the east and west. B. Jonathan Woods Sanitary sewer on 141st Avenue NW in Jonathan Woods will be provided by connecting into the existing sewer located approximately 160 feet from the intersection of Bluebird Street NW and 141st Avenue NW, and extending the sanitary sewer westerly to approximately 50 feet from the west end of the plat. Sanitary sewer on 144th Lane and Crane Street NW will be provided by connecting into the 8" sanitary sewer constructed as part of the Foxberry Farms plat at the west boundary of the plat at 144th Lane NW. An 8" PVC line will be extended on 144th Lane to Crane Street, then on Crane Street to the end of the cul-de-sac. C. All residential lots will be served by 4" PVC services with a 4" vertical c1eanout at the property line. 2. Watermaln A. Foxberry Farms Water service to Foxberry Farms will be provided by two connections. One connection will be made to the proposed 12" trunk watermain along Andover Boulevard at Drake Street. A second connection will be made to the existing 8" water line on Hanson Boulevard south of Coon Creek, at a point 250' north of 140th Lane. The 8" water line will be extended along the east ditch of Hanson Boulevard to 141 st Avenue of the Foxberry Farms plat. From these two connections into the existing system, 8" DIP water lines will be installed on 141 st Avenue NW from Hanson Boulevard to the east end of the plat. On Eagle Street NW between 144th Lane and 141 st Avenue, on 144th Lane NW, from Eagle Street easterly to the east line of the plat. A 6" water line will be extended from Eagle Street west to the center of the cul-de-sac on 144th Lane. -2- 10673/10675 I I I I I I I I I I I I I I I I I I I '\ An 8" water line will be looped around Block 6 in Foxberry Fanns commencing at 142nd Lane NW and Eagle Street to 143rd Avenue and continuing on 143rd Avenue NW to the east end of the plat. A connecting 8" DIP line on Drake Street NW between 143rd Avenue NW and 144th Lane NW will be made. A 6" line will be extended on the cul-de-sac at Drake Street commencing at 141 st Avenue NW to the center of the cul-de-sac. In addition, a line will be extended in the easements between Lots 20 and 21, Block 4 from Drake Street NW to the east end of the plat. B. Jonathan Woods Water service to Jonathan Woods will be provided by continuing the 8" line on 141 st Avenue NW from the west end of the Jonathan Woods plat and connecting to an existing stub located on 141st Avenue NWapproximately 100 feet west of the Bluebird Street NW intersection. The water line from Foxberry Fanns on 144th Lane NW at the west end of the plat, will be continued to Crane Street and then along Crane Street to the end of the cul-de-sac. A 6" line will be extended from the cul-de-sac on the easement between Lots 23 and 24, Block 1 of Jonathan Woods to connect to the line installed on the easement between Lots 20 and 21, Block 4 of Foxberry Farms. An 8" line will be extended on 143rd Avenue NW from the west end of the Jonathan Woods plat to the 8" line on Crane Street. C. All residential lots will be served by 1" copper water services with curb stops located at the property line. D. Andover Boulevard Trunk Watennain A 12" trunk watennain will be constructed in Andover boulevard from the existing 12" x 12" tee at Andover Boulevard and Hanson Boulevard to the existing 8" gate valve at Andover Boulevard and Bluebird Street. An 8" to 12" increaser will be installed at that point. The 12" watennain will be installed in a 24" casing jacked and augered at the Hanson Road crossing. The 12" line will be installed on the north side of the roadway from Hanson Boulevard to Drake Street and at that location will be open cut to the south side of the roadway. The 12" watennain will then be installed on the south -3- 10673/10675 I I I I I I I I I I I I I I I I I I side of the roadway to Bluebird Street. The costs of this construction are not included in the cost of watermain to Foxberry Farms and Jonathan Woods. However, lateral watermain costs are included for lots abutting the trunk watermain and trunk watermain costs are included in the assessments. It is proposed to incorporate this project with the Foxberry Farms and Jonathan Woods improvements. 3. Storm Sewer A. Foxberry Farms Most storm water runoff from Foxberry Farms will be directed to outfall into Coon Creek via an outfall line located along the east ditch of Hanson Boulevard. An outfall apron will be installed south of Lot 11, Block 5 in the area of the park along Hanson Boulevard and a 27" RCP line will be installed from the outfall apron to 141st Avenue NW. A 15" RCP line will be extended from the east right-of-way of Hanson Boulevard on 141 st Avenue easterly to Eagle Street NW. Catch basins will be placed in the 141st Avenue NW/Eagle Street intersection. Storm water flow from Drake Street NW and the easterly portion of 141 st Avenue NW will be directed to the catch basins located at 141 st Avenue and Eagle Street. An outlet control structure discharging into Coon Creek will be installed in the park area south of Lot 10, Block 5. A sedimentation/detention pond will be located in this area and a 27" outfall line will discharge into the sedimentation pond and installed to 141st Avenue NW. A catch basin will be installed at 141st Avenue. 21" RCP pipe will be installed in the east side of Hanson Boulevard to a manhole located between Lots 18 and 19. An 18" RCP line will continue along the east line of Hanson Boulevard from this point to a point at Lots 6 and 7, Block 7. An 18" RCP reinforced concrete pipe will be installed on the easement between Lots 6 and 7, Block 7 to the cul-de-sac on 144th Lane NW. Catchbasins will be constructed in the cul-de-sac. An 18" RCP line will be installed on 144th Lane NW from the end of the cul-de-sac easterly to Eagle Street NW. A 15" RCP storm sewer will be installed from Eagle to Drake Street. Catch basins will be installed at the Drake Street/144th Lane NW intersection as well as the Eagle Street and Drake Street intersections with 144th Lane NW. -4- 10673/10675 I I I I I I I I I J - I - - , , , , - A 15" RCP line will be connected to the Hanson Boulevard outfall line commencing at the boundary between Lots 18 and 19, Block 7 and extended on the boundary between the above lots to 142nd Lane NW. Catch basins will be installed in the street at that point. The drainage plan proposes a valley gutter at on the east gutter at the 143rd Avenue and Eagle intersection. Drainage on the easterly tier of lots east of Drake Street NW will be directed easterly into the Jonathan Woods development. B. Jonathan Woods Storm water runoff from Jonathan Woods will be directed toward two outfalls. The north portion to Andover Lake and the south part to Coon Creek. The area north of Lots 6 and 8, Block 1, and Lot 4, Block 3, will be drained by an 18" RCP storm sewer connected into the existing storm sewer on Bluebird Street. This 18" line will be installed in the easement between Lots 4 and 5, Block 1, to Crane Street. Two catch basins will be installed at the low point on Crane Street. An existing 12" stonn sewer west of Bluebird Street will be removed, and replaced with this 18" stonn sewer. The south outfall system will consist of a 12" apron and outlet control structure installed at Lot 1, Block 2. A sedimentation pond will be constructed in the back of Lots 1, 2 and 3, Block 2. A 21" RCP apron will discharge into this sedimentation pond, and a 21" RCP stonn sewer will be installed between Lots 2 and 3, Block 2 to 141st Avenue NW. Catchbasins will be installed at the crossing of 141st Avenue NW. The 21" line will continue between Lots 19 and 20, Block 1, and Lots 22 and 23, Block 1 to the cul-de-sac at the end of Crane Street. A catchbasin will be installed at the end of the cul-de-sac and the 21" line continued to a point between Lots 14 and 15, and Lots 25 and 26, Block 1. Catchbasins will be installed in the street at that point. -5- 10673/10675 I I I I I I I I I I I I I I I I , I , From this point an 18" line will be installed in Crane Street to the frontage points between Lots 11 and 12 and 28 and 29, Block 1. Catchbasins will be installed in the street at the end of this 18" line. 4. Streets Streets are proposed to be the standard 32-foot face-to-face with 2.5 inches of asphalt, 4 inches of Class 5 gravel and concrete surmountable curb and gutter. The road shall have a 6-inch crown with 0.5% minimum grade and 7% maximum grade. Boulevards are proposed to have a 2<'10 grade unless a special design is presented showing proposed slopes, so the service and hydrant depths and typical sections can be noted on the plan. Initiation The project was initiated by petition of property owners and Andover City Council action. Feasibility The project is feasible. Rlght-of-way/Easements All right-of-way and easements are platted. Additional utility and drainage easements for pond outlets may be required depending upon final design. Permits Permits will be required from the Anoka County Highway Department for work within the County Highway right-of-way, from the Minnesota Pollution Control Agency (MPCA) and the Metropolitan Waste Control Commission (MWCC) for sanitary sewer extension, and NPDES permit, from the Minnesota Department of Health for watennain extensions, and from the Coon Creek Watershed District and from the Department of Natural Resources and/or Corps of Engineers for drainage improvements and work within watershed control or wetland protection areas. -6- 10673/10675 I I I I , I - - - I I I I I I I - I I Completion 1994 Construction Season. Abutting Parcels Hills of Bunker lake 4th Addition south; Hanson Boulevard (CSAH 78) on the west; Andover Boulevard north and Old Colony Estates to the east. Estimated Project Cost Included in this report is a detailed estimate of construction costs for the street and utility improvements. The costs quoted herein are estimates only and not guaranteed prices. Final contracts will be awarded on a unit price basis. The contractor will be paid only for work completed. The costs are estimated based on current construction costs. No costs are included for easement or property acquisition. The estimated lateral costs for Foxberry Farms Addition, Project 94-8 and Jonathan Woods Addition, Project 94-10 are as follows: Foxberry Farms Addition Jonathan Woods Addition Sanitary Sewer Watermain Storm Sewer Streets & Restoration $172,400.00 161,500.00 109,228.00 159.000.00 $57,400.00 56,200.00 55,600.00 57,000.QQ Estimated Total Construction Cost $602,128.00 $226,200.00 Contingencies (8%) Engineering legal Fiscal Administration 48,170.00 102,360.00 6,020.00 6,020.00 18.060.00 18,100.00 38,420.00 2,260.00 2,260.00 6.780.00 Total Estimated Project Cost $782,758.00 $294,020.00 -7- 10673/10675 I I I I I I I I I I I I I I I I I I I Estimated Assessable Cost The assessments are proposed to be based on a per unit cost for all lateral and trunk benefit. The assessable project cost includes the estimated project cost for sanitary sewer, watermain, storm sewer and street construction. Trunk sanitary sewer and watermain connection charges are proposed to be assessed under this project using the 1994 rates established by the City of Andover: Trunk Sanitary Sewer Connection Charge Trunk Watermain Connection Charge $275.00/Unit $1,145.00/Unit Trunk sanitary sewer and watermain area charges were not previously assessed. Rate Calculations - Foxberry Farms AddItIon 1. Sanitary Sewer Rate Lateral Benefit ($172,400 x 1.3) = $224,120.00 Lateral Sanitary Sewer Rate = $224,120/82 Lots = $2,733.17/Unit 2. Watermaln Rate Lateral Benefit ($161,500 x 1.3) = $209,950.00 Lateral Watermain Rate = $209,950/82 Lots = $2,560.37/Unit 3. Storm Sewer Rate L~teral Benefit ($109,228 x 1.3) = $141,996.00 Lateral Storm Sewer Rate = $141,996/82 Lots = $1,731.66/Unit 4. Street and Restoration Rate Lateral Benefit ($159,000 x 1.3) = $206,700.00 Lateral Street and Restoration Rate = $206,700/82 Lots = $2,520.00/Unit -8- 10673/1 0675 I I I I I I I I I I I I I I I I I I I Estimated Cost Per Lot - Foxberry Farms Addition Sanitary Sewer Lateral Watermain Lateral Storm Sewer Lateral Streets and Restoration Total Lateral Benefit Per Lot $2,733.17 2,560.37 1,731.66 2.520.00 $9,545.20 Sanitary Trunk Connection Charge Per Lot Watermain Trunk Connection Charge Per Lot Sanitary Trunk Area @ $995/Acre x .5 acre/lot Water Trunk Area @ $1058/ Acre x .5 acre/lot Subtotal - Trunk Charges Per Lot $275.00 1,145.00 398.00 423.00 $2,241.00 Total Lateral and Trunk Benefit Per Lot $11,786.20 Jonathan Woods Addition It is proposed to incorporate the work within Jonathan Woods Addition with the Foxberry Farms development. Rate Calculations - Jonathan Woods Addition 1- Sanitary Sewer Rate Lateral Benefit ($57,400 x 1.3) = $74,620.00 Lateral Sanitary Sewer Rate = $74,620/38 Lots = $1,963.68/Unit 2. Watermaln Rate Lateral Benefit ($56,200 x 1.3) = $73,060.00 Lateral Watermain Rate = $73,060/38 Lots = $1,922.63 3. Storm Sewer Rate Lateral Benefit ($55,600 x 1.3) Lateral Storm Sewer Rate = $72,280/38 Lots Storm Sewer Area Assessment - 17,500 Sq. Ft. x 04 = 700.00/Lot x 12/38 Storm Sewer Lateral Rate and Area Assessment = $72,280.00 = $1,902.11 = $221.05 = $2,123.16 4. Street and Restoration Rate Lateral Benefit ($57,000 x 1.3) Lateral Street and Restoration Rate = $74,100.00/38 Lots = $74,100.00 = $1,950.00 -9- 10673/10675 I I I I I I I I I I I I I I I I I I I Cost Per Lot - Jonathan Woods Addition 'i" I Sanitary Sewer Lateral Watermain Lateral Storm Sewer Lateral and Area Assessment Streets and Restoration Total Lateral Benefit Per Lot $1,963.68 1,922.63 2,123.16 1.950.00 $7,959.47 J J' I 'Ii "I i Sanitary Trunk Connection Charge Per Lot $275.00 Watermain Trunk Connection Charge Per Lot 1,145.00 Sanitary Trunk Area @ 995/Acre x .04 AcrelLot 398.00 Water Trunk Area @ 1 ,058/Acre x .04 AcrelLot 423.00 Subtotal - Trunk Charges Per Lot $2,241.00 Total Lateral and Trunk Benefit Per Lot $10,200.47 -10- 10673/10675 I I I I I I I I I I I I I I I I I I I ...J II ...J " o " 0: " I- " ai II ~ II en " en II m " en II <( " >- " 0:, <( 2 ~ :J W 0: a... 2 o I- o o <( eno 0";- o v 00> 30 2W <(' IO 1-0: <(a... 2~ Qo II) ~~ 00 en .... ~g 2 -2 ~O r:ien Wen ~~ O~ 20 <(0 '(0 0 (0 .... ,... co (') v ,... ,.... 0 ,.... --' ~ 0 co <( II) C\i ,... 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OcOl!lvo> VO>,.........V ......T"""T"""fhY'} fhE/)fh 00000 00000 00l!l01l) O<OC\/O>...... 0> 0 <0_ C\l 0 C\iC\/coC\/co C\/(f)c\/fhE/) fh fh fh 00000 00000 Ovl!l<O...... <OVI'-v<o V COli) CO 0> co....ofhC\l fh,.....,..... ffi fh fh 00000 qoqoo 00l!l0l!l 00""1I)C\/ II) I'- co l!l 0> 1I),...<ofh.... fhfhfh fh 00000 00000 ovo<o<o <0 VII) 0> CO 0>....0>1'-,... ,.........o>fhC\/ f:h ,.... f:FJ' I f:F) fh OCOII)c\/I'- C\lC\lC\l C\l <0,... CO 0> 00000 00000 00000 NN~Nfh (f)(f)C\l(f)(f) ~~...t.J...t C\lC\lC\lC\lC\l NNNNN (f)(f)(f)(f)(f) cbcbcbcbcb C\/C\/C\lC\lC\l o V co <0 '<t" cO <0 0> fh o o o V <0 cO o C\/ fh o V <0 <0 o <0- I'- l!l fh o o o 0> co (f) 0> fh o o <0 co <0 V (f) fh o o o l!l II) C\/ C\I fh o o <0 (f) <0 C\/ (f) fh C\I co ...J <{ f- o f- I I I I I I I I I I I I I I I I I I I 'PROPOSED PROJECT TIME SCHEDULE Fox Woods Addition, 94-9 Andover, Minnesota Commission No. 10674 1. City Council Receives Feasibility Report June 21, 1994 2. City Council Orders Project and Authorizes Engineer to Prepare Plans and Specifications June 21, 1994 " I' 3. Engineer Submits Plans for Council Approval and ;:! Receives Authorization to Advertise for Bids August 2, 1994 " ! ~ ,I 4. Advertise in Official Newspaper August 5 and 12, 1994 il " 11. II 5. Advertise in Construction Bulletin August 5 and 12, 1994 ~ H 6. Open Bids, 10:00 A.M. September 6, 1994 II I, ii II ., 7. City Council Receives Bids and Awards Contract September 6, 1994 8. Contractor Begins Construction September 12, 1994 9. Contractor Completes Utility Construction 1994 Construction Season 10. Contractor Completes Street Surfacing June 1, 1995 -11- 10673/10675 I I I I I I f I I f f , , I PRELIMINARY COST ESTIMATE Foxberry Farms City Project 94-8 Andover, Minnesota Commission No. 10673-01 SANITARY SEWER Item No. Descri ion 1 Mobilization 2 Connect to Existing Manhole 3 8" PVC SDR 35 San. Sew. 0-10' 4 8" PVC SDR 35 San. Sew. 10-12' 5 8" PVC SDR 35 San. Sew. 12-14' 6 8" PVC SDR 35 San. Sew. 14-16' 7 8" PVC SDR 35 San. Sew. 16-18' 8 8" PVC SDR 35 San. Sew. 18-20' 9 8" PVC SDR 35 San. Sew. 20-22' 10 8" PVC SDR 35 San. Sew. 22-24' 11 8" PVC SDR 35 San. Sew. 24-26' 12 8" DIP Class 50 San. Sew. 0-10' 13 8" DIP Class 50 San. Sew. 10-12' 14 8" DIP Class 50 San. Sew. 18-20' 15 Standard 4' Diameter Manhole 0-10' 16 Extra Depth Manhole 17 8" DIP Outside Drop Section 18 8" x 4" PVC SDR 35 Wye 19 4" PVC SDR 35 Vertical Cleanout 20 4" PVC SDR 35 Service Pipe 21 Televise Sanitary Sewer Lines Total Contingencies uan i 1.0 LS 1.0 EA 590.0 LF 1,675.0 LF 845.0 LF 285.0 LF 355.0 LF 230.0 LF 495.0 LF 105.0 LF 105.0 LF 20.0 LF 40.0 LF 20.0 LF 21.0 EA 53.0 LF 4.0 EA 82.0 EA 82.0 EA 2,624.0 LF 1.0 LS Total Preliminary Cost Estimate - Sanitary Sewer -12- ~ "~W'T"'''''''''''''''''''~y _..,,'.. ":"'*'-r.'.~.llj7-~,2!'...;.t;.::/'::l\'J..II~.,.-.!!-"'.: ~".;'\.-.-", ,"_ ;1< H" ". '"_. F~' _,; PRELIMINARY COST ESTIMATE Foxberry Fanns City Project 94-8 Andover, Minnesota I Commission No.1 0673-01 I WATERMAIN Item Unit I No. Description Quantity Price Amount 1 Connect to Existing 8" Watennain 1.0 EA $350.00 $350.00 2 6" DIP Class 50 Watermaln 800.0 LF 12.00 9,600.00 I 3 8" DIP Class 50 Watennain 5,670.0 LF 13.00 73,710.00 4 8" DIP Rivercrossing Watermain 60.0 LF 40.00 2,400.00 I 5 6" MJ Hydrant 12.0 EA 1,200.00 14,400.00 6 6" MJ Gate Valve 12.0 EA 400.00 4,800.00 7 8" MJ Gate Valve 19.0 EA 500.00 9,500.00 f 8 1" Corporation Stop 82.0 EA 40.00 3,280.00 9 1" Curb Stop and Box 82.0 EA 75.00 6,150.00 I 10 1" Type K Copper Service 2,460.0 LF 6.50 15,990.00 11 Fittings 3,000.0 LF 1.50 4,500.00 12 Rock Trench Stabilization 200.0 LF 6.00 1.200.00 I Total $143,480.00 I Trunk Lateral Watermaln Benefit _ Andover Boulevard, Lots 1 - 4, Block 1 355.0 LF 17.00 6.035.00 I Subtotal $149,515.00 I Contingencies 11.985.00 I Total Preliminary Construction Cost - Watennain $161,500.00 I I I I I -13- 10673/1 0675 I I I I I I I I I I I , I f / PRELIMINARY COST ESTIMATE . Foxberry Fanns City Project 94-8 Andover, Minnesota Commission No.1 0673-01 STORM SEWER Item No. Description Quantity 1 12" RCP CLASS 5 Stonn Sewer ,285.0 LF 2 15" RCP CLASS 5 Stonn Sewer 1,225.0 LF 3 18" RCP Class 3 Stonn Sewer 1,300.0 LF 4 21" RCP Class 3 Stonn Sewer 290.0 LF 5 27" RCP Class 3 Stonn Sewer 200.0 LF 6 27" RCP Aared End Section 1.0 EA 7 Standard Cone Catch Basin 7.0 EA 8 Standard 4' Diameter Catch Basin/Manhole12.0 EA 9 Standard 4' Diameter Manhole 1.0 EA 10 Cable Concrete 192.0 SF 11 Silt Fence 1,140.0 LF 12 Outlet Control Structure 1.0 EA Total Contingencies Total Estimated Construction Cost - Storm Sewer -14- r;.~~.'~'!"!'~-:-~'.'f~';~t;.~ -I;,:,,_~,_,_, , Unit Price Amount $17.00 $4,845.00 19.50 23,887.50 21.50 27,950.00 24.00 6,960.00 30.00 6,000.00 1,000.00 1,000.00 1,000.00 7,000.00 1,000.00 12,000.00 I, 1,200.00 1,200.00 I 8.00 1,536.00 I 3.00 3,420.00 I 3.500.00 3.500.0Q $99,298.50 9.929.50 $109,228.00 10673/10675 I I I I I I I I - I I I I I I I I I I . PRELIMINARY COST ESTIMATE FoxberryFanns City Project 94-8 Andover, Minnesota Commission No.1 0673-01 STREETS AND RESTORATION Item No. Description 1 Common Excavation 2 Granular Borrow 3 Concrete Curb and Gutter 4 Class 5 Gravel 5 Bituminous Mixture 2331 Type 41 6 Seeding 7 Sodding Total Contingencies Quantity 1,200.0 CY 1,200.0 CY 10,200.0 LF 3,630.0 TN 2,080.0 TN 2.0AC 500.0 SY Unit Price $2.50 4.00 5.50 7.00 25.00 1,000.00 2.00 Total Preliminary Construction Cost - Streets and Restoration -15- ~iailoIl:;,;,;~~~ Y~.;!",,~'T'..;i"':.~._::::r..,;:~,.. _:"'":"::/,~:'.'~ :~':_~ ,'_,',;i". A '- __ .,. l. _,...~ . ,-----...-..---,..-. Amount $3,000.00 4,800.00 56,100.00 25,410.00 52,000.00 2,000.00 1.000.00 $144,310.00 14.690.00 $159,000.00 10673/10675 PRELIMINARY COST ESTIMATE Jonathan Woods City Project 94-10 Andover, Minnesota Commission No. 10675 SANITARY SEWER I I I I I I I I I I I I I I I Item No. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Description Mobilization Connect to Existing San. Sew. Service 8" PVC SDR 35 SS 10-12' 8" PVC SDR 35 SS 12-14' 8" PVC SDR 35 SS 14-16' 8" PVC SDR 35 SS 16-18' 8" PVC SDR 35 SS 18-20' Standard 4' Diameter Manhole 0-10' Extra Depth 8" x 4" PVC SDR 35 Wye 4" PVC SDR 35 Vertical Cleanout 4" PVC SDR 35 Service Pipe Televise Sanitarv Sewer Lines Total Contingencies Quantity 1.0 LS 1.0 EA 455.0 LF 760.0 LF 110.0 LF 100.0 LF 40.0 LF 7.0EA 13.0 LF 38.0 EA 38.0 EA 1,150.0LF 1.0LS Estimated Construction Cost - Sanitary Sewer -16- Unit Price $3,000.00 300.00 16.00 18.00 20.00 23.00 26.00 1,200.00 85.00 50.00 55.00 7.00 800.00 Amount $3,000.00 300.00 7,280.00 13,680.00 2,200.00 2,300.00 1,040.00 8,400.00 1,105.00 1,900.00 2,090.00 8,050.00 800.00 t I II II ! $52,145.00 5.255.00 $57,400.00 10673/1 0675 I .PRELlMINARY COST ESTIMATE I Jonathan Woods City Project 94-1 0 Andover, Minnesota I Commission No. 10675 I WATERMAIN Item Unit I No. Description Quanti1y Price Amount 1 Connect to Existing 8R Watermain 1.0 EA $350.00 $350.00 2 6" DIP Class 50 Watermain 50.0 LF 12.00 600.00 I 3 8R DIP Class 50 Watermain 1,830.0 LF 13.00 23,790.00 4 6" MJ Hydrant 4.0 EA 1,200.00 4,800.00 I 5 6" MJ Gate Valve 4.0 EA 400.00 1,600.00 6 8" MJ Gate Valve 3.0EA 500.00 1,500.00 7 1" Corporation Stop 38.0 EA 40.00 1,520.00 I 8 1" Curb Stop and Box 38.0 EA 75.00 2,850.00 9 1" Type K Copper Service 1,150.0 LF 6.50 7,475.00 10 Fittings 500.0 LB 1.50 750.00 I 11 Rock Trench Stabilization 200.0 LF 6.00 1.200.00 I Subtotal $46,435.00 Trunk Lateral Watermain Benefit- I Andover Boulevard Lots 1 - 3, Block 1 330.0 LF 17.00 5.610.00 I Total $52,045.00 Contingencies 4.155.00 I Total Preliminary Construction Cost - Watermain $56,200.00 I I I I I I -17- 10673/10675 I I I I I I I I I I I I I I I I I I I . PRELIMINARY COST ESTIMATE Jonathan Woods City Project 94-10 Andover, Minnesota Commission No. 10675 STORM SEWER Item Unit No. Description Quantity Price Amount 1 Remove Existing Storm Sewer 1.0LS $1,000.00 $1,000.00 2 12" RCP Class 5 Storm Sewer 100.0 LF 17.00 1,700.00 3 18" RCP Class 3 Storm Sewer 390.0 LF 19.00 7,410.00 4 21" RCP Class 3 Storm Sewer 700.0 LF 21.00 14,700.00 5 21" Flared End Section With TG 1.0 EA 700.00 700.00 6 Build Manhole Over Existing Storm Sewer 1.0 EA 2,000.00 2,000.00 7 Standard 4' Diameter Catch Basin/MH 13.0 EA 1,000.00 13,000.00 8 Special Outlet Control Structure & Weir 1.0 EA 3,500.00 3,500.00 9 Cable Concrete 200.0 SF 7.00 1,400.00 10 Silt Fence 400.0 LF 2.00 800.00 11 Sedimentation Basin 1.0LS 2,500.00 2,500.00 12 Rock Trench Stabilization 300.0 LF 6.00 1.800.00 Total $50,510.00 Contingencies 5.090.00 Estimated Construction Cost - Storm Sewer $55,600.00 -18- 10673/10675 PRELIMINARY COST ESTIMATE Jonathan Woods City Project 94-1 0 Andover, Minnesota Commission No.1 0675 STREETS AND RESTORATION I I I I I I I I I ,. l J I Item No. 1 2 3 4 5 6 7 8 9 Descriotion Remove Existing Curb and Gutter Remove Existing Bituminous Pavement Common Excavation Granular Borrow Concrete Curb and Gutter Class 5 Gravel Bituminous Mixture 2331 Type 41 Seeding Soddinl} Total Contingencies Quantity 20.0 LF 100.0 SY 400.0 CY 400.0 CY 3,500.0 LF 1,250.0 TN 700.0 TN 2.0AC 500.0 SY Estimated Construction Cost - Streets and Restoration -19- Unit Price $10.00 2.50 2.50 4.00 5.50 7.00 25.00 1,000.00 2.00 Amount $200.00 250.00 1,000.00 1,600.00 19,250.00 8,750.00 17,500.00 2,000.00 1.000.00 $51,550.00 5.450.00 $57,000.00 10673/10675 PRELIMINARY COST ESTIMATE Foxberry Farms City Project 94-8 Jonathan Woods City Project 94-10 Andover, Minnesota Commission No. 10675/10675 TRUNK WATERMAIN - ANDOVER BOULEVARD I I I I I I I ~ I '- J I Item No. 1 2 3 4 5 6 7 8 9 10 11 12 Description Connect Into Existing 12" Watennain 6" DIP Watennain 6" MJ Hydrant 6" MJ Gate Valve 12" DIP Class 50 Watermain 12" MJ Butterfly Valve 24" Casing Pipe for Watermain Class 5 Gravel Bituminous Mixture Topsoil Borrow Roadside Seeding Sodding Total Contingencies Total Preliminary Construction Cost - Trunk Watennain - Andover Boulevard -20- Quantity 2.0EA 30.0 LF 2.0EA 2.0EA 1,500.0 LF 3.0EA 70.0 LF 32.0 TN 24.0 TN 100.0 CY 1.0AC 500.0 SY Unit Price $500.00 12.00 1,200.00 400.00 24.00 1,200.00 150.00 10.00 40.00 8.00 600.00 2.00 Amount $1,000.00 360.00 2,400.00 800.00 36,000.00 3,600.00 10,500.00 320.00 960.00 800.00 600.00 1.000.00 $58,340.00 5.860.00 $64,200.00 10673/1 0675 -. .-. .... ... - - · · .-.-.-.-.-"-"'-1)-___-. 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PLANNERS 1500 PIPER JAFFRA Y PLAZA 444 CEDAR STREET SAINT PAUL, MINNESOTA 55101-2140 PHONE:612/292,4400 FAX:6121292-00B3 LJ ., t.J ,., ;-J .., .J .., u TOLTZ, KING, DUVALL, ANDERSON AND ASSOCIATES, INCORPORATED ENGINEERS-ARCHiTECTS-PLANNERS .., LJ .., w .., FEASIBILITY REPORT FOR w ...., SUPERAMERICA ADDITION UTILITY IMPROVEMENTS u .., CITY PROJECT NO. 94-5 LJ .., CITY OF ANDOVER, MINNESOTA LJ COMMISSION NO.1 0639 .., u ...., u ...., LJ ..., LJ SAINT PAUL, MINNESOTA MAY 17, 1994 ..., I hereby certify that this Feasibility Report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Minnesota. w .., u .., hn. vidson, P.E. Registration No. 8480 LJ ...., LJ ...., LJ .., u .., ,) 10639 .., LJ .., LJ ..., u ..., u Overview ..., location u .., u ..., Improvement LJ .., Initiation u Right-of-wayl Easements .., ~j Permits ..., u .., Completion Estimated Project Cost LJ ..., LJ ..., Assessments LJ .., LJ .., Project Time Schedule Preliminary Cost Estimate location Map LJ .., u .., LJ .., LJ ..., LJ SUPERAMERICA UTllmES TABLE OF CONTENTS Description Page The proposed Superamerica Addition Project is located along the north side ot Bunker lake Boulevard (County Road 116), the east side ot Hanson Boulevard (CSAH 78), in the Southwest 1/4 ot the Northwest 1/4 ot Section 35, Township 32, Range 24 Sanitary sewer, watermain and restoration Superamerica; Andover City Council action. No additional highway right-ot-way is required, Additional utility easements may need to be acquired, MPCA, MWCC, Anoka County Highway Department, Minnesota Department ot Health, DNR, CCWD The 1994 Construction Season $111,600,00 $103,330.00 to be paid by developers $8,270,00 to be paid by City ot Andover Sewer and Watermain lateral Charges based on project cost, Area and Connection Charges based on rates established by the City ot Andover See Report Sanitary Sewer, Watermain, and Restoration Sanitary Sewer and Watermain 10639 Revised 5-26-94 ...., LJ ...., LJ FEASIBILITY REPORT FOR SUPERAMERICA ADDITION UTILITY IMPROVEMENTS CITY PROJECT NO. 94-5 ANDOVER, MINNESOTA ..., LJ ..., LJ ..., Location LJ LJ The proposed project is located along the north side of Bunker Lake Boulevard (County Road 116), the east side of Hanson Boulevard (CSAH 78), in the SW 1/4 of the NW 1/4 of Section 35, Township 32, Range 24. ..., ..., LJ Improvements ..., 1. Sanitary Sewer LJ Sanitary sewer service to Superamerica Addition is proposed by extending 8" PVC sanitary sewer southward from an existing sanitary sewer stub on 138th Avenue NW, 6" PVC service stubs will be installed on each lot (See Exhibit), Watermaln ..., LJ ..., 2, LJ There is an existing 12" watermain along the north side of Bunker Lake Boulevard. It is proposed to extend 12" watermain north on Hanson Boulevard to an existing 8" watermain stub located at 138th Avenue NW. 6" watermain services would be stubbed to the lots (See Exhibit). ...., u ..., LJ Rlght-of-way/Easements ..., Easements will need to be acquired for all drainage facilities and utilities, LJ ..., Permits u ..., Permits will be required from the Anoka County Highway Department for work within the County highway right-of-way; from the Minnesota Pollution Control Agency (MPCA) and Metropolitan Waste Control Commission (MWCC) for sanitary sewer extensions; Minnesota Department of Health for watermain extensions; the Department of Natural Resources (DNR) if dewatering is required; Coon Creek Watershed District (CCWD), and the Corps of Engineers for work within a wetland. w ..., LJ ...., ;.J Completion ..., 1994 Construction Season ;.J ..., -1- 10639 Revised 5-26-94 u ..., LJ ..., LJ Est/mated Project Cost ..., Attached to this report is a detailed estimate of construction costs for the sanitary sewer, LJ watermain and restoration. The costs quoted herein are estimates only, based on current construction prices, and are not guaranteed. Final contracts will be awarded on ..., a unit price basis. The contractor will be paid only for work completed, LJ ..., Total Estimated Project Cost u Estimated Construction Cost ..., LJ Sanitary Sewer Watermain Restoration $32,700,00 46,900.00 6.400.00 $86,000.00 17,200.00 2,580,00 2,580.00 3.240.00 $111,600.00 ..., LJ Total Estimated Construction Cost ..., LJ Engineering Legal Fiscal Administration ..., LJ ., Total Estimated Project Cost LJ ..., Assessments LJ Proposed assessments under this project (94-5) will be based on the total project cost for constructing sanitary sewer and watermain, Trunk sanitary sewer and watermain connection and area charges are proposed to be assessed under this project using the 1994 rates established by the City of Andover. ..., LJ ..., Sanitary Sewer u ..., Sewer Area Charge Sewer Connection Charge $975 ,0 O/Ac re $269,50/SAC Unit LJ Watermain ..., LJ Water Area Charge Water Connection Charge (Non-residents) $1,038,OO/Acre $5,625,001 Acre ..., u ..., LJ ..., LJ ..., -2- 10639 Revised 5-26-94 u .., LJ .., L.J Unit Lateral Assessment .., Sanitary Sewer Lateral Benefit ($32,700,00 x 1.3) = Lateral Sanitary Sewer Rate, $42,51013 units = 2, Watermaln 1, LJ .., L.l .., LJ Lateral Benefit ($46,900,00 - $6,375,00) x 1,3 Lateral Watermain Rate = $52,682.50/4 Units .., L.J 3. Restoration Rate .., Lateral Benefit ($6,400.00 x 1,3) = Lateral Restoration Benefit = $8,320/4 Units LJ .., Estimated Assessment to PIN 35-32-24~23.0030 (Hills, Inc.) Sanitary Sewer Lateral ($14, 170,OO/Unit x 2 Units) Watermain Lateral ($13, 170,63/Unit x 2 Units) Restoration ($2,080.00/Unit x 2 Units) Sewer Area Charge (Previously Assessed) Sewer Connection Charge ($269,50/SAC Unit x 3 SAC x 2 Units) Watermain Area Charge (Previously Assessed) Watermain Connection Charge* ($5,625.00/Acre x 3.5 Acres) Less Previously Paid Connection Charges: Sanitary Sewer Watermain w .., LJ .., L.l .., LJ .., LJ Total Assessment to PIN 35-32-24-23-0030 .., w * $42,510.00 $14,170,OO/Unit $52,682,50 $13,170.63/Unit $8,320,00 $2,080,OO/Unit $28,340,00 $26,341,26 $4,160.00 $0,00 $1,617,00 $0,00 $19,687.50 -$422,30 -$1,940,00 $77,783.46 Areas below the 100-year flood elevation was not included in calculating the watermain connection charge. '-' L.l .., L.l .., LJ .., L.l .., u ..., -3- L.J 10639 Revised 5-26-94 ., LJ .., u ., u ., LJ ., LJ ., LJ .., LJ ., LJ ., LJ .., LJ .., LJ ., ** LJ ., LJ .., LJ ., LJ ., u ., u .., LJ " LJ Estimated Assessments to Superamerlca (PIN 35-32-24-23-0005) 1. Lot 1 Sanitary Sewer Lateral Watermain Lateral Restoration Sewer Area Charge ** ($975,00 x 1,35 Acres) Sewer Connection Charge ($269.50/SAC Unit x 3 SAC) Watermain Area Charge ** ($1 ,038.00/Acre x 1,35 Acres) Watermain Connection Charge** ($5,625.00/Acre x 1.35 Acres) Assessment to Lot 1 2 Lot 2 Sanitary Sewer Lateral (to be assessed under Project 93-10) Watermain Lateral Restoration Sewer Area Charge (to be assessed under Project 93-10) Sewer Connection Charge (to be assessed under Project 93-10) Watermain Area Charge** ($1,038.00/Acre x 1.13 Acres) Watermain Connection Charge** ($5,625/Acre x 1.13 Acres) Assessment to Lot 2 Total Estimated Assessment to Superamerica (PIN 35-32-24-23-0005) Wetland area was not included in Area and Connection Charges -4- $14,170,00 $13,170,63 $2,080,00 ' $1 ,316,25 $808,50 $1,401,30 $7.593,75 $40,540.43 $ 0.00 $13,170.63 2,080,00 0.00 0,00 1,172.94 $6,356.25 $22,779.82 $63,320,25 10639 Revised 5-26-94 .., LJ .., u PROPOSED PROJECT SCHEDULE .., Superamerica Addition Utilities Improvements City Project 94-5 Andover, Minnesota Commission No.1 0639 ~ ..., LJ ..., LJ ..., u 1. City Council receives Feasibility Report and Waives Public Improvement Hearing May 17,1994 2. City Council Orders Project, Authorizes Engineer to Prepare Plans and Specifications May 17,1994 3. Engineer Submits Plans for City Council Approval and Receives Authorization to Advertise for Bids June 21, 1994 4, Advertise in Official Newspaper June 24 and July 1, 1994 5. Advertise in Construction Bulletin June 24 and July 1, 1994 6. Open Bids July 15, 1994 7. City Council Receives Bids and Awards Contract July 19, 1994 8. Contractor Begins Construction (Estimated) August 1, 1994 9, Contractor Completes Construction September 1, 1994 ..., LJ ..., u ..., u .., LJ .., L.J ..., ..J .., LJ ..., u .., u .., LJ .., u ..., u .., -5- 10639 Revised 5-26-94 LJ .-, LJ .-, PRELIMINARY COST ESTIMATE Superamerica Addition Utility Improvements City Project 94-5 Andover, Minnesota Commission No. 10639 :.J .-, :.J .-, u .-, SANITARY SEWER u .-, Item No. u ..., 1 2 3 4 5 6 7 8 9 10 11 12 13 u .-, LJ .-, LJ ..., LJ .-, ...J .-, :.J .-, LJ .-, LJ .-, LJ ..., LJ .-, LJ .-, LJ ..., LJ Description Mobilization Connect to Existing Sanitary Sewer 8" PVC SDR 35 SS 0-10' 8" PVC SDR 35 SS 10-12' Standard 4' Diameter Manhole 0-10' Extra Depth Manhole 6" on 8" PVC SDR 35 Service Wye 6" PVC SDR 35 Service Pipe 6" PVC SDR 35 Service Cleanout Trench Stabilization Clear Trees Grub Trees Televise Sanitary Sewer Mains Subtotal Contingencies Quantity 1.0 LS 1.0 EA 430,0 LF 155.0 LF 2.0 EA 2,0 LF 3.0EA 40.0 LF 3.0 EA 350.0 LF 1,0 LS 1,0 LS 1.0 LS Total Estimated Construction Cost - Sanitary Sewer -6- Unit Price $3,000,00 500,00 17.00 19,00 1,200.00 100,00 60.00 12.00 100.00 6.00 5,000.00 5,000.00 350.00 Amount $3,000.00 500.00 7,310.00 2,945.00 2,400,00 200,00 180.00 480.00 300.00 2,100.00 5,000,00 5,000,00 350.00 $29,765.00 2.935.00 $32,700,00 10639 Revised 5-26-94 ...., LJ ...., u PRELIMINARY COST ESTIMATE ...., Superamerica Addition City Project 94-5 Andover, Minnesota Commission No, 10639 LJ ...., u ...., WATERMAIN u Item No. Description Quantitv ...., u LJ 1 12" on 12" Wet Tap 2 6" DIP Class 50 Watermain 3 12" DIP Class 50 Watermain 4 6" MJ Gate Valve 5 6" MJ Hub Hydrant 8'-6" 6 MJ CIP Fittings Subtotal Contingencies 1.0 EA 120.0 LF 1,275.0 LF 6.0 EA 2.0 EA 1,900.0 LB ...., u ...., ...., u Total Estimated Construction Cost - Watermain ...., u ...., City Cost for Pipe Overslzlng: u 12" DIP in lieu of 10" DIP 1,275.0 LF ...., u RESTORA nON ...., u Item No, Description Quantity ...., u 1 2 2.0AC 480.0 CY Roadside Seeding Topsoil Borrow ...., u Subtotal Contingencies ...., u Total Estimated Construction Cost - Restoration ...., u ...., u ...., -7- u Unit Price $1,500,00 15.00 25,00 400,00 1,100,00 1,50 Unit Price 5,00 $1,000.00 8,00 Amount $1,500.00 1,800,00 31,875,00 2,400,00 2,200,00 2.850.00 $42,625.00 4,275.00 $46,900.00 $6,375.00 Amount $2,000.00 3,840.00 $5,840.00 560.00 $6,400.00 10639 Revised 5-26-94 r 1 Z (911"H ":>) "OA1S 3>1\11 H3>1NnS I L 0 i= (J) ~ L J I- 10 I 0 Z I 0 0:: en 0 W v (J) Wz It) r, ::i: en <t W :t- (l) W Z w<( 0 L J <t > I- z (J)::i: '-V/M,,21 'X3 I 0 U 0:: ,- () 0:: W ::i: ~W 0 r 1 a:: 0- J 0::...., Z w ::i: 0 0:: ~~ ::i: L J ~ 0:: W I ~ 0- > ::i: v '" <t I- ~ 0 Zexs 0 a:: 0 <( U . 1 W ..J I- Z (J) a. 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