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1992-04-28 CC Packet Special Meeting
~~-~a • ter a 1 THE BIRTHPLACE Of MINNESOTA April 24, 1992 M~"EM0 T0: MAYOR AND COUNCIL FROM: MARY LOU JOHNSON, CITY CLERK SUBJECT: SPECIAL COUNCIL MEETING, APRIL 28, 1992, 4:30 P.M. This memo is a reminder to Council that a Special Meeting is scheduled for Tuesday afternoon, April 28, 1992, at 4:30 P. M. in the City Hall Council Chambers, 216 No. Fourth St., Stillwater, Minnesota to discuss the following: 1. Discussion with Dunker Sanitation regarding the handling of extra waste and dumping of brush. 2. Discussion of Special Assessment Policy and Pavement Management Program. 3. Set Meeting Dates for Council/Staff Workshops. 4. Any other business Council may .wish to discuss. CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 612-439-6121 M E M O R A N D U M TO: Mayor and City Council FR: City Coordinator DA: April 24, 1992 RE: BAGS/STIC.KER.S AND BRIISH Bags and Stickers Jim Junker is proposing that the City use a bag system for dealing with extra household waste rather than the sticker system that was initially proposed (and still supported) by the Solid Waste Advisory Commission. The sticker (see enclosed drawing and quotation) would cost about 4-1/2 cents each and would be sequentially numbered for recording/accounting purposes. According to Jim, the bags would be about 9-1/2 cents each. I_ think each system would be acceptable. However, an accounting problem would exist with the use of the bags because there doesn't seem to be any practical way to account for their use. • In any event Jim will be at the meeting to explain his proposal. Brush As you know, four or five years ago, the City opened up the dump site to allow local citizens to deposit brush at the dump. As I recall this was done at that time because high. winds had downed trees and/or timber and a lot of branches and brush was accumulated. It was more convenient to the hauler (who was obligated to pick up brush, etc.) to have the brush taken to one location and it was also convenient for the citizens because they didn't have to organize the brush into 4 foot bundles . I also recall that the hauler was going to remove the brush from the dump site. However, I also recall that the City was going to .assist the hauler by providing a chipper to reduce the brush/wood to chips which were easier to handle (less bulk). In any event, a large amount of brush now exists at the dump site and we need to establish who and how it is to be removed and what is to be done in the future for handling brush. G%l ~C~-e • • ,!~ r ~ ~. N 4 TOLL FREE: 1-800-522-3571 PHONE: (918) 622-5151 LOCAL FAX: (918} 663-7279 TOLL FREE FAX: 1-800-447-1499 5151 S. 110 E. AVENUE TULSA, OKLAHOMA 74146 DA NAME' CITY OF STILLWATER ~~~~~ 2/11J92 ADDRESS: 216 N . FOURTH PHONE NO: I t 612 } 439-6121 CITY: STILLWATER, MN 55082 ATTENTION OF:NILE KRiESEL JOB DESCRIPTION: LABELS FOR SOLID WASTE MANAGEMENT PRaGRAM MATERIAL: SEMT-GLOSS {PATTERNED ADHESIVE) LABELS PER Ral FREIGHT TERMS: FREIGHT PAID ESTIMATED DEL'. OTHER INFORMATION: QN CUSTOM LABELS QTY SHIPPED MAY VARY NDER QUANTITY ORDERED. • PRODUCT ~ SIZE # OF COLORS QUANTITY LABELS 3" x 5" 1 100,000 , - 1511, nOD - - -- - ,~~- PLATE CHARGES: $35 • Qa UPC CHARGES: ART CHARGES: N!A OTHER CHARGES: _ COPY GRANGE CHARGE: NSA COLOR CHANGE CF T~ LANDERS _ ~~.-r~-~.. ...L RE '+~ / i ~. ` `rte _ _L; 1 .000 .VERY: 4 WEEKS 10X OVER OR PRICE $39,80IM $3 << s+.LLrM $~ . M i A RGE: N JA ENTATIVE r • • z ~s ~ car G ~ ~ ~ a N ~-t c N ej~ ~ W --~ ~ N a - ~ w 2 ) ~y r 4 r ~ ' r ,3 v~1 Z a O '~ n ~ t) n~ r,~ yo Cam; job' m J a o a ~ i ~ ~ vim. !` O _ R~ ~ ~ Z .~ U o K O 11 Z ' OI ~,Q~ = y N 76 (~ A ~q `~ ~7m 'J~ 3 ~ ~ o ~i < 'Ri. ~'1 b ~J ~'~ Cj ~ ~~~~~ ~ J ~~ ~ ~° c ~~ ~Jo v G~-~ .v ~! ~ ~ ~~ Z ~~ ~ rC1 '~ 'C7 ~~ c~ G • M E M O R A N D U M TO: Mayor and City Council FR: City Coordinator DA: April 24, 1992 RE: RECLASSIFICATION OF REN KRESS Public Work's Director Junker is requesting that Ken Kress be reclassified as a Light Equipment Operator. Ken was hired as a Labor Maintenance Worker on a full time basis on October 1, 1991. However, during the course of his employment ~en has been. performing duties related to the LEO position. According to the time cards that I have reviewed in the past, Ken has been performing LEO duties for more than 50 percent of his time. The City is required to pay for "aut of classification" work and given the need to continue using Ken to perform LEO duties, I think it would be fair and practical to reclassify him as an LEO. Choc and I can discuss this further with you Tuesday night. . ~-~ ~~ CLAIM AGAINST CITY OF STILLWATER 6~~G~~-5~~~ NAME OF CLAIMANT ST- G~~'~jX ~~`° ~~r'-~~°~'`' $' ,. ~ . ADDRESS ~~ ~ _~_ ~~ ~ /l'I~~ nl ,S~/~~~~~r•~~ ~' - PHONE~NO T J' ~`' ~~S/ WHAT HAPPENED? u; n P~'l; ~~P ~~~ ~~~~ ~ ~~~ ~ "-WHEN DID EVENT OCCUR? ~C.L /~~ "~ !<..S ~ ~`' 1- WHERE DID EVENT OCCUR? ~~ a"~.~ "T a ~ ~l ~r c ~1 ~t ~ ~i~ s U n >~~ ~l f~ S~ V _ +~/ STATE THE NATURE OF THE DAMAGE AND THE COSTS ASSOCIATED ~~i9e', C~/!'t e fl~~ e P ~c~ l d ~ / ~ r ~, ~ ~~ ~ ~`j~/ ~° ~ •s e ~ OR GIVING CARE ERSON MAKING REPAIR E . ' ' ~ " -- S ~ /L ~ h ~ OF P NAM ; ~ ~~ G ! ~i C You have to formally notify the City in writing within thirty (30) days of the occurrence of an event whereby you feel you have suffered damages. ~~~~ • ~~ ~~/L S ~~ ©~~~ h~- :~ r~,f~~/-~ ~a~~, ~~ WHY DO YOU FEEL THAT THE CITY WAS AT FAULT?_~ ,®~,~ ~~ ~~t' Y~ ~(~ _ ST. CROIX autlitter's 213 S. MAIN ST. • STILLWATER, MN 55082 (672) 439-4891 Complete "Outfitters" for the Sports- . minded man & woman. New, Used Guns, Sporting Goods, Skis, Casual Clothing and Shoes NO. DATE (~ ~~ 2 a ~ ~ 9 CUSTOMER (J ' (~ , ,/ ~c..i.~i~-~'Q' `" O Y e CASH CQD. CHARGE ~ • ON ACCT. MDSE. RETD. PAID OUT • 'e~-/ ~/ ~ ~-J ,~ ~ - ~s ~- S a ~_ ~'d TOTAL 4 2 5 8 6 RECD BY _ STAFF REOUE T ITEM /~ ~ ~ ~ 2 ~ ~~-~ DEp'ARTMENT _ (/_~~'~ -`'"~-' ~ ______ ME=TING DATE ___ ___________ DESCRIPT ON OF REDUE (Briefly cu~line w at the request is) ~Z ~e~ ----- -------- -- --- '~~~~=-- --------------{----- ~ --- -- ~ - r -~-- ------------------------- FINANCIAL IMPACT (briefly ~~utlir~e the casts, if ar~y, that ar-e asses ~ciated with this regtaest and the pr~~p~_sed s~~~arce ~~f the Bands needed t~~ fund. the re nest) _ ~ Cj1`~,_ ~~~ 1 __ ___~-~_ __ _ ____.~d~____ ________ ___________________________________________________ ADDITIONAL INFORMATION ATTACHED YES _-- NO ~ ALL COUNCIL REG~UEST ITEyIS M_US_T BE SUBMITTED TO THE CITY CLERK. A MINIMUM OF FIVE OR('.I AYS PRIOR TO THE NEST REGULARLY SCHEDULED CDUNC I L MEAT I NG RDE , TO P F'LA D I N HE COUNCIL MATERIAL F'ACY.ET. SUBMITTED ELY ______ ___ DATE _ ~~ _________ Mn/DOT TP-21840-02 (5/83) Sheet~_ of ~~ STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION CH~NG E ORDER ~ 13 Contractor JOHNSON BROTHERS CORP S.P.No. 8214-106 & 8210-88 P.O. BOX 1002 S.A.P. ' Addr.:: _ LTmcHFTFr, MN 5 -1002 -F-P:-Na. 169-104-06 & 169-106-04 Job Location STILLWATER Controct No. In accordance with the terms of this Controct, you are hereby authorized and i n s tru c to d to perform the Work os altered by the following provisions. - WHEREAS: Upon removal. of the existing rock wall on T.H. 95 between centerline station 38+94 and centerline station 40+90, bedrock was discovered behind and adjacent to the existing rock .wall containing"weeping springs and also, to provide a stable condition for the restructured. wall, redesign was necessary thereby changing the type of geotextiles originially specified; - THEREFORE: The following estimated quantities should be added or deleted: • ESTIMATED CHANGE IN LOST ITEM NO. ITEM NAME UNIT QUANTITY CONTRACT UNIT PRICE `AMOUNT ,2105.501 Common Excavation (delete) C.Y. 340 6.00 2040.00 '2105.501 Rock Excavation (add) C.Y. 275 50.00 3750.00 2105.521 Granular Borrow (add) C.Y. 130 10.00 1300.00 2105.522 ..Select Granular Borrow (add). C.Y. 460 10.00 4600.00 2105.525 Topsoil Borrow C.Y. 60 14.00 840.00 roTA~ sl8 450.00 CHANGE IN CONTRACT TIME ~ ''J~ Issued by ~ ~ Z7 Z P /R d %C , E ~ Do,e Due to this change tho Controct Time: roiec, a ent oun y ng inee ~o. is increased ( ) b Working ( ) ( ) l d y C d d o da s. y ar a en .ecrs se ( ) Approved. by p, is not changed { ), Asst. District Engineer Oo,e c. may be revised if the work affected the controlling operation ( ). ~" ~~Z ~ ~gI 7~~` Accepted by kSC/ ~"~41 / - eon,rocro.•s Au,hor.:ed Re pr esen,on~c - Oo,e Accepted by Original to Contractor Copy to Contr. Admin. Engr. -Salmon Mayor Of Stillwater Date Copy to Project Engineer -Pink • M E M O R A N D U M TO: Mayor and City Council FR: Diane Deblon, Finance Director DA: April 24, 1992 RE: FIRE CONTRACTS The fire contracts are due to expire on April 30, 1992. Some of the information used in generating the five-year averaging schedule is obtained from the Met Council and will not be available until sometime during May. Therefore, I am requesting the City Council extend the current contracts to June 30, 1992. • • Stillwater Public Library At its meeting on 14 April 1992, the Board of Trustees approved the following purchases from the Library's 1992 capital budget. The Board would like to request authorization from the City Council for these purchases. 1992 Capital Budget Request Video Display Racks Vendor Quantity ID # Price Amount Demco 3 P147-0450 $104.95 $314.85 Demco 3 P141-0047 $194.95 $584.85 TOTAL $899.70 • [Budget $820.00] FAX Machine D.C. Hey 1 FO-512 $1350 $1350 [Budget $1500] • 4/27/92 • M E M O R A N D U M TO: Management Staff FR: City Coordinator DA: April 27, 1992 RE: TEAM BUILDING WORKSHOPS The following is the schedule for the team building workshops that I had previously discussed with all of the management personnel: Staff only: 8 a.m. - 12 p.m. - Thursday, May. 28, 1992 8 a.m. - 12 p.m. - Thursday, June 4, 1992 Staff/Council 8 a.m. - 4:30 p.m. - Friday, June 19, 1992 Please make sure you mark your calendars for these dates. I believe the workshops will be an important step in our continual efforts to develop an • effective management team, a common mission and an effective council/staff relationship. I have enclosed an outline of the workshop for your information. NOTE TO COUNCIL: In order to "coordinate" the team building workshops, it was necessary that I pick some dates and times and hope that everyone involved (19 people!!) could attend the workshops. Only one staff person had a conflict with the schedule, so as far as staff are concerned the dates and times will be okay and hopefully the dates for the Council will also be OK (the Council would meet at 4:30 Tuesday, May 12, 1992 as well as on June 19, 1992). ~~ • ' PEARSON CONSULTING ASSOCIATES. '~ 26 East Exchange Street, Suite 110 St. Paul, Minnesota 55101 USA . 7e1: (612) 290-0455 Fax (612) 224-0419 March 31, 1992 PROPOSAL to City of Stillwater, Minnesota for a City Staff Supervisors' Team-Building Workshop I. PURPOSE. This workshop seeks to improve the ability of the Stillwater City Staff to work together as a team and, thus, deliver more effective services to the City of Stillwater. II. GOALS. The goals of this workshop are five-fold: • A. To determine the personal style preferences of each of the city staff supervisors as a means of increasing self- awareness and group understanding. B. To increase cooperation among members of the city professional staff. C. To improve communication among members of the city professional staff. D. To generate input from the city professional staff on the missions, roles and goals of Stillwater City Government. E. To increase the commitment of the city professional staff to provide quality service to citizen/consumers. III. WORKSHOP PARTICIPANTS. This workshop will be designed to include the following participants: A. City Coordinator. B. Director of Finance. • C. Building Inspector. D. Police Chief. E. Police Captian. • F. Fire Chief. G. Director of'',Community Development. H. Director of~,Public Works. I. City Clerk. J. City Engineer. K. Park Supervisor. L. .Street Foreman. This list may be modjified as the Council and City Coordinator deem appropriate. IV. WORKSHOP PROCESS: This workshop will be conducted in two phases, the elements of which are outlined below: A. PHASE I: This phase will precede the workshop by at least two weeks and will consist of: 1. One or more planning meetings with the City Coord- inator to outline the workshop process and arrange administrative details. 2. One 30-minute meeting. between the trainer and each of the workshop participants. 3. The completion by each participant of a short personality/workstyle assessment form. B. PHASE II. This phase consists of a one and one-half day workshop itself (a series of brief presentations and group participation exercises keyed to the goals outlined above), which will include the following topics: 1. Understanding personal styles preferences {Myers- Briggs)'. Will include a presentation by a specialty trainer'. 2. Achieving effective team communication. 3. Understanding Stillwater City Government as a system. 4. Identifying the mission of City Government. 5. Clarifying the organization of Stillwater City Government. 6. Identif ing goals for Stillwater City Government. 2 • ~~~~ ~~~i~ ~~ ' ~ ~ ~~~~ ~he~~ ~~ ~~~' ~f t~s i~~~~g ~~ t~ ~ Che~~~` t~et r~~~~e ~~~~di~g f ~~~ Everett to nth Streets are orgaua~i€~g a first annum f ~~ h~pe~ ~reenspace Clean-up Dad ~n Saturday, i~Ia~ '9th,. hegining at ~:t~~ a_fl1_ ~~' are tTyli~g ti? efliist tt~e aid afld ~ffi~iai Sasl~t'i~Yt ~f the City Cvuncii, the s+chooi #~vard afld the Cham#~er ~f C~~nmer~e. f'e'd ii~e tt~ see s~ many pe~pi~ that ~~ pan fihish the j~h that dad. ~r~'~e ~~~~ ~~ s~ii~iti~g '~~~~" p~~~es f~ pa~~i~ipa~ts f~r~~ ~usi~~~s~s ~~.ti~~ ~~re pec~pie ter jaiit us. p~ssi~iiities ~-~ viii #~~ p~eseutit~ ~e s~hc~~i herd i~,ciude c~fferiag a reward ~ ~e • s~he~l with the ~~st studenfi.~ attending, or perhaps, the highest p~r~ertta~e cif students attending, afld iettiug us use the ~~h~~~ ~h~i pia~gr~u~d ~~~ a ~t~`~~t das~ that @'~f~311It~. ~~~~ ~I~~se his ais~ s~hed~ied ~ ~~hh~rh~~d i~f~r~.ati4nai ~~tii~g that of rs~~~n. ~~~~ ~~~~~ hay ~~~~ ~~~ ~~~p~~a~~ ~~ ~ssu~~~~ us that ~it~ ~~~ iii pick up aid haul ~~ anything ~y-e ~arr~ up. 'fie euid ii?t~r feu efficialiy pr~~ia~t~a Y+liay nth ~reeuspace Clean-up Day s~ that we Decay include that in the pub~iicity and use that iufer~atia~ ~heu ~e solicit t~usin~ss suppert. '4~e are in a. tight timeline t~ecause ii ~e push the dam hack the us~dergro~th viii he high eu~ugh ~ hide a it3Z ~i the ~uu~. I ~t~uid r~aiiy ap~reci~,te a call fr~~rt ~~e ~f you at ~-~ur ~*ariiest c~gveflience regarding ~e status ~rf this request. appreciate the support fir cur c~nr~s abet e ~-eigh#~rh~ad greenepace at~d hype #~ aee ~~ru ail there. Thagk you so Bauch. i~~~rely, ~. April 27, 1992 STILLWATER TOWNSHIP Box 117 Stillwater, Minnesota 55082 Mayor Wally Abrahamson 216 N. 4th Street Stillwater, Mn. 55082 Dear Mayor Abrahamson, The Stillwater Township Supervisors ask that the City of Stillwater review their comprehensive plan boundaries that relate to recent discussions and actions relative to CPA 92-1 . aT~d ANN 92-1. Further it is requested that this area be removed from the Stillwater City Comprehensive Plan study area. May we please hear from you about this request in the near future? Thank you. Sincerely Yours, Louise Bergeron Chairperson Stillwater Township Board LB/kn U s M E M O R A N D U M T0: Mayor and City Council FR: City Coordinator DA: April 27, 1992 RE: UTILITY PAYMENT BOX I have received a unsolicited proposal from American Payment Centers to provide a payment box for City utility bills. The cost is $25 per month (plus initial $40 charge for a key) and City personnel would have to pickup whatever payments were placed in the box. This would appear to be a convenient way of paying the utility bills for many of our customers. Although there is a cost to the City, there would be a savings to the community as a whole if at least 258 customers use the box system each quarter instead of mailing in the utility payments (258 x .29 = $74.82). PAYMENT ~, LENTER .,~ . ~ l~ ~ ~iG? ~~~ ~" YOUR NAME IS HERE -- ` ^`YOUR PAYMENTS GO HERE U.S. PATENT NO. 2636]8 April 17, 1992 AMERICAN ~ PAYMENT CENTERS P.O. BOX 353 SAINT CLOUD. MINNESOTA 56302-0353 TEL. 612.253-3044 Nile Kriesel City of Stillwater 216 North 4th Street Stillwater, MN 55082 Dear Mr. Kriesel, Thank you for the dew minutes Thursday, 2:00 PM, when I proposed the City provide a Drop-box far payments at: Cub FN3ads , Enir'ance Area, 3*7e`st riw~r 35 I gave you a proposed Service Agreement, and now enclose additianai brochures, as you advised that you may run it by the City Council. for review. In any event, thanks for the consideration, and please know we appreciate your effort. Yours truly, ~! AMERICAN PAYMENT CENTERS, INC. Ge n11n, General Manager E 1. ix Brochures'., ~0°~2 ! `./ `~+. ., / +et. Sponsor Stillwater, CitX of _ 215 No. 4th Str t AMERICAN PAYMENT CENTERS SAI FR' 1.R00-f,?R.0007 FXT_ 8075 • FAX 6121251-2722_--- ~ -__ _-- ___ ~ --- . _-~ _ P.O. BOX 353 _ Stil 1wSter, MN 55$2 TELEPHONE 612/253-3044 SAINT CLOUD, MN 56302-0353 STANDARD AND CUSTOMARY PAYMENT SERVICE CENTER SERVICES: Service Agreement Includes: Service Agreement Charges: 1. Identified steel Drop-box receptacle on location. PMO I. Basic Service $40./mo/ea 2. Consistent maintenance and renovation as required. PMO II - VI. Special Quotes` 3. Payment Management & Special Service Options. SSO 1 - 3. Special Quotes' 4. Liability protection & Indemnity Policy for Cash Loss. `based on quantity &/or frequency Terms: Charges are payable quarterly, in advance, at quoted amount, less 2% 10th, net 11th. Termination of Payment Service Centers may be made by Sponsor giving ninety day notice to APC, after the first six months of service. Charges may be adjusted from the quoted schedule after 30 months of service due to site expense. OPTIONAL GOODS: Collection Bags....... ...............$10.00 Additional Keys .............................$17.50 pr. Lock Change .......................$45.00 Envelope Stuffers ................$ M Name Plate Change..................$24.00 'LOCATION Please provide Payment Service Centers at:. Mai 1st, 1992 PMO/SSO F 'APC reserves the right to change Pm't. Service Ctr. locations as traffic, usuage, and sponsors desire. (over) PROPOSAL: To be billed: quarterly ~, monthly ^. Date: ~~2 We Propose to provide at apporved location(s): 1_PAYMENT SERVICE CENTERS}, with PMO (~_) .......................... $ 25.,00/mOn.}'h and SSO (~_) ...........................$ .~_Refundable Key Deposit(s) for PMO ( I ) ....................................$ $40.00 ea SALESPERSON G_errv Donlin, Mgr. IDENTIFICATION Please identify our Payment Center Drop-Box as follows: I I I IC IT IT Iv ~ ~~ I>. ~ IS IT I~ ly 1~.1~r1~IT I>7IR ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ SERVICE AGREEMENT Date Please install _T._ PAYMENT SERVICE CENTER(S) at the below listed location(s), with the Payment Management op- tion(s) and Special Services Options specified. Where PMO 1 is specified, we agree to accept keys and pay key deposit and advise our patrons annually of this service. Where PMO II through VI is specified, we agree to accept the payments, and advise our patrons annually of this service. Where SS 1 through 3 is specified, we agree to a sixty day starUstop notification of these services. We further agree to compensate American Payment Centers by paying charges as agreed, in a timely manner. If for any reason Service does not become available, or is discontinued for reasons beyond our control, all monies shall be refund- ed in the same manner they were received. If for any reason Sponsor does not desire to commence with the Payment Service after placing the order, or wishes to discontinue the Service, three months charges shall be forfeited. Signed Title Side One PAYMENT SERVICE MANAGEMENT PAYMENT MANAGEMENT dPTIONS (PMO): Basic in-house personnel picking up payments.... PMO L Use part or full time employees or private contractors to pick-up payments from the PAYMENT SERVICE CENTERS, and del~iiver them to your cashier. Payment pick-up responsibility may be assigned and scheduled for each locat~on. The same security used in mail and document handling is advisable. Courier services pickiing up payments... PMO II. Intro-city and inter-city couriers can move payments as often as you like. They forward all items directly to you without delay. The infrequency of cash mandates normal prudence regarding the couriers reliability. Payment forwarding $ervice varies... PMO III. "Forward as Presented", is a service available directly from the PAYMENT SERVICE CENTERS. All items are forwarded to you as they are presented by your customer. Frequency is determined by the Sponsor. Bondable personne' are required for this service. PMO IV. "Identify arid Send" includes each payment being account identified on a tally sheet and pro- mptly forwarded. When cash is received it is identified by account number and forwarded with a "master check." Bondable and skilled personnel are required. PMO V. "Computer Transmission" of payments received includes the key entry at the PAYMENT SER- VICE CENTER of account numbers, check numbers or cash, and the amounts received. Then all data is tele-transferred to a destination terminal in each Sponsors Office. Funds are prepared & forwarded for deposit. Bondable and skilled personnel are required as all entries are verified and matched for accuracy. PMO VI. Other SPECIAL SERVICE OPTIONS (SSO): SSO 1. "Receipting Cas Payments" for consumers desiring to pay with cash, then identifying each account number, and forwar ing a tally listing and "master check" is an option wherever desired. It may be added to any of the abov PMO's. It includes a designated "Cash Payment Service Counter." SSO 1A. °`Disconnect Call-In" - obliges a phone call stating the account number and the amount paid from the PAYMENT SERVICE CENTER when cash is received from a patron who is "past due with a discon- nect warning." (We pay the `'re-connect charge" if we fail to call-in the transaction.') SSO 2. "Payment Search" - is a service that provides an immediate search of all payments at the PAY- MENT SERVICE CENTER for a particular account. A Sponsors telephone call would initiate this search if it is prearranged. SSO 3. "Equipment Exchange Service" from PAYMENT SERVICE CENTERS is workable and consumer convenient. It entails the use of your forms and our being accountable for the equipment exchanged. ' $100 limit. Not applicable if payor fails to present payment at the "Cash Payments Service Counter". ', INDEMNITY POLICY FOR CASH LOSSES American Payment Centers shall indemnify all losses of cash resulting from the breaking and entry of a Payment Center Drop-Box placed and awned by this Company, subject to the following conditions: t. The liability of American Payment Centers shall ~be limited to the sum of 51,500.00 for each breaking and entry incident, and 5150.00 for each debtor suffering a cash toss. 2. This Indemnity Policy for Cash Losses shall terrain in force while the Sponsor is in good standing. We reserve the right to verify the validity of all breaking and entry incidents, and the claims resulting therefrom. ''~. 3.. No losses shall be honored after initial discovety of the breaking and entry. Upon being notified, American Payment Centers shat) restore the "service" with new com- ponents and reinstate the Indemnity Policy for gash Losses protection. C~ AMERICAN E~AYMENT CENTERS, ST. CLOUD, MN 56302-0353, NOV.. 90 Side Two ter a l • THE BIflTHPLACE OF MINNESOTA MEMORANDUM T0: MAYOR AND CITY COUNCIL FROM: NILE KRIESEL, CITY COORDINATOR DATE: APRIL 24, 1992 SUBJECT: ASSESSMENT POLICY Accompanying this memo is the first draft of the proposed special assessment policy. The policy basically states how the costs of improvement are to be apportioned to benefiting properties. This is actually only one part of the whole assessment picture. The other part, and perhaps the most important part, is the Pavement Management Program (PMP). The PMP is in the last stage of completion but will not be ready by Tuesday. When it is complete (two to three • weeks), it should tell the Council/Staff what streets need what work, at what time, at what cost per year, and how financed. This requires some direction from the Council because Staff needs to know the tax levy threshold of the Council in order to know how much work can be afforded each year. I can discuss this further with you on Tuesday. CITY HALL: 216 NORTH FOURTH STILLWATER, MINNESOTA 55082 PHONE: 612-439-6121 ASSESSMFNP POLICY STA`~?~N'~' • CITY OF STILLWATER ADOPTED 1992 ~J TABLE OF CONTENTS Section I - General Statement Policy 1 Section II - Methods of Assessment 4 Section III - Improvement Type and Cost Apportionment 11 Section IV - Assessment Condition 13 Section V - Supplemental Assessment Policy Guidelines 15 Section VI - Definitions 18 Exhibit "A" Summary of Actions and Resolutions 20 ~J CITY OF STILLWATER ASSESSI~N'P POLICY FOR LOCAL Il~IPROVII~N SECTION I - (iRNRT2A7. STA'N'' POLICY A _ PiTRP(lCl+' The purpose of this Assessment Policy is to provide a fair and equitable manner of recovering and distributing the cost of public improvements. The procedures used by the City of Stillwater ("City") for levying special assessments are those specified by Minnesota Statutes which provide that all or a part of the cost of improvements may be assessed against benefitting properties. .The City must recover the expense of installing public improvements., if undertaken, while ensuring that each parcel pays its fair share of the project cost in accordance with these assessment guidelines. While there is no perfect assessment policy, it is important that assessments be implemented in a reasonable, consistent and fair manner. There may be exceptions to the Assessment Policy when unique situations or circumstances exist which may require special consideration and discretion by the City Council. Therefore, .the assessment policy is intended to serve as a guide for a systematic assessment process in the City of Stillwater. While establishing the authority by which communities may proceed to construct., ,~ public facility projects, the statutes provide no guide as to how costs are to be apportioned. Therefore, it is the responsibility of the local legislative body to establish a fair and reasonable method by which properties will be assessed. Three basic criteria must be satisfied before a particular parcel can be validly assessed. They are: 1. The land must have received special benefit from the improvement.. 2. The amount of the assessment must not exceed the special benefit. 3. The assessment must be uniform in relation to the same class of property within the assessment area. The test for determining the validity of a special assessment is whether the improvement for which the assessment was levied has increased the market value of the property against which the assessment operates in at least the amount of the assessment. It is important to recognize that the actual cost of extending an improvement past a particular parcel is not the sole determining factor in determining the amount to be assessed. However, in most cases the method for determining the value of the benefit received by the improvement, and therefore, the amount to be assessed, shall be the cost of providing the improvement (provided that the cost does not exceed the increase in the market value of the property being assessed). An exception might be a project initiated by a single property owner/developer where market value increase may not be a relevant factor given the nature of the improvement. 1 B. INITIATION OF IMPROVEMENTS Public Improvements may be initiated in the following manner: a. Council Initiated. The City Council, on its own motion and without petition, may order the improvement on at least a 4/5 vote of the City Council. However, the City must still follow all statutory provisions related to the local improvement process. b. Property Owner Petition. The City Council may decide, by simple majority, on an improvement after receiving a petition for said improvement from the owners of not less than 35 percent (35~} of the properties abutting on the streets named in the petition as the location of the improvement. In addition, all owners of real property abutting upon any street named as the location of any improvement may petition the City Council to construct the improvement and to assess the entire cost against their property. In the latter case, the City Council may, without a public hearing, adopt a resolution determining such fact and ordering the improvement. However, it is advisable to conduct public hearings on the improvement to avoid misunderstanding by the petitioners and to also inform the general public about the nature of the project. Proper waiver of assessment orshou~cjreembats obtained from each property owner affected by the improvement. c. Developer Request. A developer who is the owner of all the property within the proposed subdivision may petition the City Council to construct the improvement and to assess the entire cost against the developer's property pursuant to Minnesota Statutes. In such event, the City may, without a public hearing, adopt a resolution determining such fact and ordering the. improvement. However, a developer's agreement, including a valid and enforceable waiver of assessments if appropriate, shall be negotiated and executed prior to said authorization. It may also be advisable to conduct public hearings on the improvement to avoid misunderstanding by the petitioners and. to also inform the general public about the nature of the project. C. PROJECT COSTS Project costs shall include, but not be limited to, the following:. a. Construction costs (day labor. or contractual). b. Engineering and consulting fees. c. Administrative fees. d. Right-of-way acquisition/condemnation costs. e. Legal fees. f. Capitalized interest. g. Financing costs. • The entire project shall be considered as a whole for the purpose of calculating and computing an assessment rate. However, project costs for work of a 2 dissimilar nature (i.e., where a project contains different types of work such as street resurfacing in one project area and street reconstruction in another area] shall be calculated separately and assessed separately according to benefit received. If City staff has doubt as to whether or not the costs of the project may exceed the special benefits to the property, the City Council. should obtain such appraisals as may be necessary to support the proposed assessment. Appraisals may be obtained anytime after the improvement has been ordered including prior to actually awarding the bid or entering into a contract for the work. The City Council may also conduct assessment hearings and actually adopt the assessment roll anytime after the improvement hearing and before a contract for the work is signed. The Assessment Policy statement, in brie€ summary, consists of six (6) main sections addressing Purpose, Methods of Assessment, improvement type and Assessment Conditions, Supplementary Guide section and a Cost Apportionment Definition section. A summary of actions and resolutions is also included as Exhibit "A". 3 SECTION II - METHODS OF ASSESSMENT The nature of an improvement determines the method. of assessment. The objective is to choose an assessment method which will arrive at a reasonable, fair and equitable assessment which will be uniform upon the same class of property within the assessed area. The most frequently recognized assessment methods are: the unit assessment, the front footage assessment and the area assessment. Depending upon the individual project, any one or a combination of these methods may be utilized to arrive at an appropriate cost distribution. City staff will consider aIi methods and weigh their applicability to the project and. present a recommendation to the City Council in the form of a mock assessment roll (or rolls). A description of each assessment and its corresponding policy application is presented. A separate section will identify the appropriate matchup of method with a specific type of project and analyze why each is generally used. a. Unit Assessment. A unit assessment shall be derived by dividing the total project cost by the number of Residential Equivalent Density (RED) units in the project area. A RED unit is defined as a single family residential unit. All .platted and unplatted property will be assigned RED unit values equivalent to the underlying zoning. When the existing land use is less than the highest and best permitted use, the Council may consider the current use as well as the full potential of land use in determining the appropriate number of RED units. Otherwise, the following RED chart will apply on a per unit basis, subject to adjustment by the Council for any inequities: Single family 1.00 RED Duplex 1.00 RED Condominium 0.80 RED Multifamily 0.80 RED Townhouse 1.00 RED Commercial RED units = SAC units Industrial RED units = SAC units. The unit approach has proven to be the best method in those instances whereby the improvement largely benefits everyone to the same degree and the cost of the improvement is not generally affected by parcel size. b. Area Assessment. The assessable area shall be expressed in terms of the number of acres or the number of square feet subject to assessment. When determining the assessable area, the following considerations will be given: 1. Ponding Assessment Consideration. Lakes, ponds and swamps may be considered a part of the assessable area. of a parcel. However, the property owner has the option of providing a storm water ponding easement to the City for the land under the lake, pond or swamp if integrated into the storm water management 4 system. If such ponding easement is accepted based upon its functional integration into the storm water management system, a reduction in area equal to the area of the easement for the lake, pond or swamp will be subtracted from the gross area assessment of the parcel. Lots utilizing a ponding area for the purpose of density credit shall be charged for that area within the portion of the easement necessary to meet minimum lot standards. 2. Road Right-of-Way Assessment Consideration. Up to 20 percent (20 a) of the gross acreage may be deducted for street right- of-way purposes within unplatted parcels of five acres or more depending upon the parcel configuration. Parcels of less than five acres may not qualify and may be assessed full acreage. The reason for this size restriction is that, in most instances, parcels of less than five acres cannot support an internal public road system. 3. Park Dedication Assessment Consideration. When park land is dedicated as part of a residential development, as .required by Subdivision Code - Chapter 31.06, the developer shall not be assessed an acreage charge on .the portion of land dedicated.. c. Front Footage Assessment. The actual physical dimensions of a parcel abutting an improvement (i.e., street, sewer, water, etc.) shall NOT be construed as the frontage utilized to calculate the assessment for a particular parcel. Rather, an "adjusted front footage" will be determined. The purpose of this method is to equalize assessment calculations for lots of similar size. Individual parcels by their very nature differ considerably in shape and area. The following procedures will apply when calculating adjusted front footage. The selection of the appropriate procedures will be determined by the specific configuration of the parcel. All measurements will. be scaled from available plat and section maps and will be rounded down to the nearest lj2 foot dimension with any excess fraction deleted. Categorical type descriptions are as follows: 1. Standard lots 2. Rectangular variation lots 3. Triangular lots 4. Cul-de-sac lots 5. Curved lots 6. Irregularly shaped lots 7. Corner lots 8. Flag lots 9. Double frontage lots 10. Large tracts The ultimate objective of these procedures is to arrive at a fair and equitable distribution of cost whereby consideration is given to lot size and parcels are comparably assessed. 5 1. Standard Lots. In this instance, the adjusted front footage for rectangular lots will be the actual front footage of the lot. The frontage measured shall be the lot width at the front lot line. Add. Front Footage MAlN AVENI~ EXAMPLES Lot A - 50' Lot B - 90' r 2. Rectangular Variation Lots. For a lot which is approximately rectangular and uniform in shape, the adjusted front footage is computed by averaging the front and back sides of the lot. This method is used only where the divergence between front and rear lot lines is 20 feet or less. n~ AVENUE EdXAMPLESnt Footage Lot A - 90 + 110 100' 2 Lot B - 70 + 80 = 75' 2 3. Triangular Lots. For a triangular shaped lot, the adjusted front footage is computed by averaging the front and back lot lines. The measurement at the back lot line shall not exceed a maximum distance in depth of 150 feet. Add. Front Footage MAIN AVENUE ExAMPLEs 150 , Lot A - 100 + 40 = 70' 2 Lot B - 40 + 130 = 85' 2 Lot C - 120 + 0 = 60' 2 4. Cul-de-Sac Lots. The adjusted front footage for those lots that exist on cul-de-sacs will be calculated at the midsection of the lot at the most reasonably defined and determinable position. This line will be computed by connecting the midpoints of the two side lot lines. Or, if the lots are similar in nature and configuration, a common lot width may be assigned based upon an evaluation of typical lots within the subdivision. Add. Front Footage EXAMPLES Lot A - 75' Lot B - 110'. Lot C - 80' ~... ~ A C + o° -~ 6 ~ ~ . r ~ ~~~ ~~ -- I10~ 5. Curved Lots. In certain situations such as those where lots are located along meandering trail system streets, read patterns create curvilineal frontages. In such instances, the adjusted front footage will be the width of the lot measured at the midpoint of the shortest side lot line. A V E N EdXAMPLEB t Footage N vE Q~~ Lot A - 70' Lot B - 90' Lot C - 150' • I I ^x_90_ C 150' 70' 6. Irregularly Shaped Lots. In many cases, unplatted parcels that are legally described by a metes .and bounds description are .irregular and odd shaped. The adjusted front footage will be calculated be measuring the lot width at the 2-~ foot building setback line. -3`' MAIN AVENUE 11'S` 140' 123' A 7. Corner Lots. C Add. Front Footage EXAMPLES Lot A - 115' Lot ~'B - 140' Lot C - 125' a. On a corner lot, 100 percent (100 0) of the adjusted front footage of the short side will be assessed and 35 percent (35 0 ) of the adjusted front footage of the long side. will be assessed for improvements benefitting the respective sides. A series of lots (two or more) under common ownership shall be considered as one parcel or lot for determining which is the short or long side of a property. However, this shall only apply to series of lots on which only one principal building is situated. 8 Adj. Front Footage EXAMPLES Lot A - 95' Lot B - 225' 1 1 i B j 1 i 150 i 100 MAN AVENUE b. General Commercial Zoned Corner Lots. No allowance relief will be granted because of the higher inherent property value associated with improved traffic frontage and greater visibility along business district and industrial park intersections. The adjusted front footage shall be the entire frontage measured along the setback line comprising the building envelope. Adj. Front Footage EXAMPLES Lot A - 280' Lot B - 390' w~ o t 8 Q ,~, _. _ -------??s'------- - ~"' MAN AVEMJE --- 1 8. Flag Lots. Properties which utilize a narrow private easement or maintain ownership of access to their property exceeding a minimum length of 125 feet, thereby having a small frontage on a street, will be assigned an adjusted front footage of 80 feet. This dimension is consistent. with the subdivision ordinance which prescribes such length as the minimum lot frontage along a public roadway. The adjusted front footage for flag lots whose driveway access is under 125 feet will be measured at the building setback line from the access terminus. 9 Add. Front Footage EXAMPLES Lot A - 80' Lot B - 90' 9. Double Frontage Lots. If a parcel, other than a corner lot, comprises frontage on two streets and is eligible for subdivision, then an adjusted front footage assessment will be charged along each street. For double frontage lots lacking the necessary depth for subdivision, only a single adjusted front footage will be computed. MAW AVE . MAiN AVE. 80~ Add. Front Footage EXAMPLES Lot A - 220' Lot B - 80' NI 8 10 SECTION III - II~iPROVEIrIENT TYPE AND COST A. Street Reconstruction Including Curb and Gutter. The cost of street reconstruction shall be recovered by the adjusted front footage method. The front footage rate shall be determined by dividing the project cost by the total number of adjusted front feet in the project area. percent (_%) of the total cost not to exceed $ FF for improvements. without sidewalks and $ for improvements with sidewalks .shall be assessed against the benefitted properties. The remaining cost shall be recovered by means of the general ad valorem property tax paid by the .entire community or by other funds that may become available to the City for infrastructure cost recovery. B. Street Resurfacing. Street resurfacing is commonly known and .referred to as street overlaying whereby a new bed of road material such as bituminous is installed over an existing paved road to a specific thickness. Assessments shall be determined by the adjusted front footage method. percent ( a) of the total cost not to exceed $ FF for improvements without sidewalks and $ for improvements with sidewalks shall be assessed against the benefitted properties. The remaining cost shall be recovered by means of the general ad valorem property tax paid by the entire community or by other funds that may become available to the City for infrastructure cost recovery. C. Sidewalk. Sidewalk reconstruction may be done in conjunction. with a street reconstruction or resurfacing project or as a separate improvement project. Although sidewalks provide a higher benefit to adjoining property owners and neighborhoods than streets without sidewalks (e.g., the channelization and safety of pedestrian traffic) benefitted property owners should not have to pay a disproportionate amount for sidewalk improvements nor should property owners have t pay twice for improvements (once for a separate sidewalk improvement and then at a later date for street reconstruction. or resurfacing). Therefore, assessments for sidewalk only improvements shall be limited to the difference between the assessment role established for improvements for streets with sidewalks and streets without sidewalk as described in A and B above. D. Sealcoating. Sealcoating shall be treated as a general maintenance expense and shall be paid from the City`s current .operating funds. No assessments will be levied for sealcoating projects. E. Sanitary Sewer and Water Mains. 1. Minor Repair and Replacement Costs. The cost of minor sewer and water main repair/replacement done in conjunction with a street reconstruction project shall be considered as part of the total project cost and assessed to all properties. abutting. the street using the same assessment method and at the same cost sharing relationship (i.e., not to exceed $ ) per FF} used for street reconstruction project. If the work is done in conjunction with a resurfacing project, the cost shall be considered as part of the total project cost and assessed to all properties abutting the I1 street at the same assessment method and rate that is used for street resurfacing projects. 2. Major Repair/Replacement Costs. The cost of major repair/replacement costs done in conjunction with street reconstruction projects shall be assessed only to benefitted (abutting) properties on an adjusted front footage basis. percent of the cost shall be assessed to benefitted properties and this assessment shall be over and above the assessment, if any, for street reconstruction or resurfacing. F. Sanitary Sewer and Water Trunk Improvements. Trunk sewer and water mains are usually designed to carry larger volumes of flow than are necessary within an immediate property area in order to serve additional properties beyond the area of their immediate placement. Therefore, 100 percent (100%} of the cost of trunk improvements will be assessed on a unit basis to all properties within a district deemed to be benefitted from the trunk improvements. G. Sewer and Water Services. Individual sewer and water services benefit only the properties they serve and 100 percent (100%) of their cost shall be assessed to the property for which they are installed. H. Drainage Improvements. Storm drainage and ponding/basin systems are usually constructed to serve a specific drainage or "watershed" district. The cost of drainage improvements shall be 100 percent (100%) assessed to the properties within the drainage district. The cost may also be levied on an ad valorem tax basis to the properties within the district as provided by Minnesota Statutes. Storm sewer reconstruction normally takes place together with street reconstruction projects and the costs shall be assessed in accordance with the assessment policies related to street reconstruction. I. Special Consideration.. Special consideration shall be given to the "age" of a street or utility system when determining the proportion of cost to be assessed to benefitted properties. If it is necessary to reconstruct or resurface a street or perform major repair/replacement work on sewer and water utilities before a reasonable amount of time (20 years for. resurfacing and 30 years for reconstruction) the assessment shall be calculated on a pro-rata basis. percent ( %} of the total cost not to exceed $ FF shall be assessed against the benefitted properties. The remaining cost shall be recovered by means of the general ad valorem property tax paid by the entire community or by other funds that may become available to the City for infrastructure cost recovery. J. Industrial Park Assessments. The area assessment method shall be used for all improvement types in the area commonly known as the Industrial Park. The Industrial Park is generally bounded by Orleans. Street to the north, Greeley Street to the east, CSAH County Road 5 to the west and Highway 36 to the south. 12 SECTION IV - ASSESSIYIENT CONDITIONS A. Term of Assessment. The term of special assessments shall normally be for a ten (10) year period. However, in some cases the project costs could warrant either shorter or longer terms. For example, sidewalk improvements undertaken separately may be assessed for over a five (5) year period because the costs are usually nominal (under $2,000}. On the other hand, some major reconstruction projects where several types of improvements are involved could lead to a very high assessment which could create a financial hardship if assessed for a ten (10) year term. A fifteen {15) to twenty (20) year term may be appropriate in this case. In any event, the assessment term should never exceed the potential life of the improvement. B. Interest Rate. The interest rate charged on assessments for all projects financed by debt issuance shall be one and one-half percent (1-1.2%) greater than the net interest rate of the bond issue or debt used to finance the improvement. This is necessary in order to ensure adequate cash flow when the City is unable to reinvest assessment prepayments at an interest rate sufficient to meet the interest cost of debt or when the City experiences problems of payment collection delinquencies. Interest on initial special assessment installments shall begin to accrue from the date of the resolution adopting the assessment. Owners must be notified by mail of any changes adopted by the City Council regarding interest rates or prepayment requirements which differ from those contained in the notice of the proposed assessment. C. Payment Procedures. The property owner has five available options when considering payment of assessments: 1. Tax Payment. If no payment is undertaken by the property owner., then special assessment installments will appear .annually on the individual's property tax statement for the duration of the assessment term. 2. Full Payment. No interest will be charged if the entire assessment is paid within 30 days of the date of adoption of the assessment roll. 3. Partial Payment. The property owner has a one-time opportunity to make a partial payment reduction of any amount against his/her assessment. This option. may only be exercised within the 30-day period immediately following adoption of the assessment roll. 4. Prepayment. The property owner may at any time prior to November 15 of the initial year, prepay the balance of the assessment with interest accrued to December 31 of that year. The property owner may also choose to pay the remaining assessment balance at any time, with the exception of the current year's installment of principal and interest. 13 D. Appeals Procedures. No appeal may be taken as to the amount of any assessment adopted unless a written objection signed by the affected property owner is filed with the city clerk's office prior to .the assessment hearing or presented to the presiding officer at the hearing. The property owner may appeal an assessment to District Court by serving notice of the appeal upon the Mayor or city clerk within 30 days after the adoption of the assessment and filing such notice with the District Court within 10 days after service of the appeal upon the Mayor or city clerk. E. Reapportionment Upon Land Division. When a tract of land against which a special assessment has been levied is subsequently divided or subdivided by plat or otherwise, the City Council may, on application of the owner of any part of the .tract or on its own motion, equitably apportion among the various lots or parcels in the tract all the .installments of the assessment against the tract remaining unpaid and not then due if it determines that such apportionment will not materially impair collection of the unpaid balance of the original assessment against the tract. The apportionment shall be done on the same basis as the original assessment unless another method of apportioning can be done with the owner's acceptance and if the apportionment will not materially impair collection of the unpaid balance of the assessment against the tract of land. In any case, the City Council may require furnishing of a satisfactory surety bond in certain cases as specified in Minnesota Statutes Section 429.071, Subd. 3. Notice of the apportionment and of the right to appeal shall be mailed to or personally served upon all owners of any part of the tract. F. Senior Citizen Deferral. Chapter 56.05 of the Stillwater City Code allows the City Council, at its discretion, to defer the payment of any special assessment for local improvements constructed by the City when it determines by a three-fifths (3/5) vote that the property being assessed is homestead property and that one or more of the owners of the property is sixty-two (62) years of age or over and that the payment of the assessment would be a hardship for the owner thereof. The interest for senior citizen deferral shall be at the same rate that the City sets for other property owners for the improvement. 14 SECTION V - SUPPr.~n?rrrAr. ASSESSZSENT POLICY G[JIDELINES A. Areas Partially Served by Utilities. Any tract of land, lot or parcel whereby a project improvement, such as a sewer or water lateral or ending street terminus, does not extend fully past or beyond the property shall be considered served, benefited and assessed accordingly. The current special assessment shall be subject to an adjusted front footage not to exceed 150 feet and a maximum current acreage of 2.5 acres, provided said assessment does not exceed the special benefit conferred upon the affected property. If an improvement benefits, non-abutting properties which may be served by the improvement when later extensions or improvements are made but are not initially assessed, the City may reimburse itself for all or part of the costs .incurred by assessing those non-abutting properties at the time of the .later extensions or improvements. However, proper notice must be given of that fact at the time of making the extensions or improvements to the previously unassessed non-abutting properties. The City may also establish "hookup" charges to recover costs of sewer and water main improvements not initially assessed. B. Preliminary Plat Consideration. Land could be considered for assessment based on preliminary plat consideration. This consideration will occur only when the following scenarios exits: (1) the City Council has approved a preliminary plat, and (2) a public hearing ordering the improvement project has not yet occurred. In the event this exists, assessment frontages may be calculated based upon the proposed lot configuration within the preliminary plat. Road right-of-way within the proposed street alignment will not be subject to assessment. C. Tax Exempt Property. Other than land under City ownership, there are three categories of tax exempt properties. Said properties shall be assessed as follows: 1. Churches and schools shall be assessed in the same manner as commercial and industrial. zoned property, as long as the assessments do not exceed the special benefits conferred. Acreage assessment shall be based upon the gross acreage of the site.. Adjusted front footage shall be similarly calculated along the building setback line in its entirety. 2. State land is normally exempt from assessment unless .otherwise negotiated or agreed upon by the affected state agency. 3. County land is subject to assessment and shall be assessed in the same manner as commercial and industrial zoned property, as long as the assessments do not exceed the special benefits conferred. D. Municipal Property Assessments. City owned property is divided into three classifications for the purpose of determining assessment participation. They are: S 1. Public facility land 2. Public right-of-way 15 • 3. Park land Public facility property is defined as land utilized for public buildings such as city halls, fire halls, libraries, maintenance garages, municipal parking lots, etc. Public facility property within a project area will participate in the total assessable cost of an improvement and will be treated in the same manner as any other benefited parcel. Public right-of-way property consisting of all City acquired easements, subject to fee title, for the specific purpose of utility placement or street construction will be exempt from assessment. Park land assessment eligibility is further categorized according to the following descriptions: 1. "Community Parks" are characterized by a higher degree of intense public use and are relatively large in area size. They are normally associated with athletic events and sporting activities, i.e., softball, football, baseball, hockey, etc. Park lands of this nature will be subject to assessments. Because community parks provide citywide benefit, the cost of these assessments shall be recovered be a special levy upon the ad valorem taxes. 2. "Neighborhood Parks" accommodate open space objectives within residential development and are passive in use as indicated by such features as playground structures. Because neighborhood parks are commonly used by the immediate residents of the area, such park land will not be assessed if it comprises less than 25 percent of the aggregate project area. Larger parks representing an area grater than 25 percent of the aggregate project area shall participate in the assessment process in the same manner as community. parks. 3. "Parkland. Dedication" is required either in the form of cash in lieu of land or a land grant. The developer shall be responsible for the payment of all special assessments existing at the time of dedication. Depending upon the amount of land involved, the development shall not be assessed trunk acreage for that portion exceeding the minimum percentage dedication. requirement for park purposes. E. Tax Forfeiture Assessments. When a parcel of tax forfeited land is returned to private ownership, and the parcel is benefited by an improvement for which special assessments were cancelled because of the forfeiture, the City may, upon notice and hearing as provided for the original assessment, make a reassessment or a new assessment as to the parcel in an amount equal to the amount remaining unpaid on the original assessment. F. First Serve Situations. If the plans of the City and a developer coincide in regard to utility installations on certain properties, the plans of the City shall receive first consideration. In that event, the City may, upon notice and. hearing, assess all unplatted parcels according to this Policy 16 . if the improvements are approved prior to hardshell consent of the: unplatted properties. G. State Aid Participation. Residential lots abutting. and having access to collector streets (streets which are designated as part of the City's Municipal State Aid System and qualify for state aid funding) shall be assessed the residential equivalent of a standard City street, normally consisting of a 30 foot paved roadway within a 50 foot right-of-way. This cost shall be determined by the City Engineer during the preparation of the feasibility report. The difference in cost shall be reimbursed by applicable state aid funds. 17 SECTION VI - DEFIlIITIONS Adjusted Front Footage The number of feet actually utilized in calculating an assessment for a particular property. This may differ from the actual front footage of the property.. Assessment The dollar amount charged against a property receiving an improvement benefit. Condominium Individual ownership of a unit. in a multi- unit structure (similar to an apartment building).. A spacial relationship exists whereby the individual owns the actual air space within the physical confines of the unit but not the barrier wails themselves. Drainage District An area defined by the City Engineer which shall form the physical boundaries where benefit exists within a storm sewer project. Property. to be included within a district shall be all land which contributes to storm water runoff, as well as land serving as a .collector basin for storing such water. Natural geographical features normally form these boundaries. Lateral A lateral sewer is designated to collect the sewage from a project area for conveyance to a trunk facility. A water lateral is sized to provide water insufficient volumes and pressure as required t serve a defined project area. Multifamily Nuisance Abatements A structure of more than two units, the primary purpose of which is to provide rental or leased living space to the general public. Building characteristics include common hallways for access purposes and a common parking lot. The elimination. of a nuisance whereby the City acts on behalf of the property owner as authorized by ordinance to eliminate problems such as junk, weeds, dead trees, etc. The City may collect the charges for all or any part of the cost of eliminating any such nuisance by levying a special assessment against the property benefited. Oversizing A pipe which is designed and constructed larger and/or deeper than necessary to serve 18 s Public Improvement Townhouse Utility Improvement Area a specific project area. A project undertaken by the City under the authority granted in MSA 429.021 for the purpose of installation of improvements such as street, curb and gutter, sewer, water, etc. A public hearing shall be conducted to determine the necessity and common good of the project as it affects the community. Upon authorization, the City will proceed with construction and administration of the project.. Single family attached units in structures housing three or more contiguous dwelling units, sharing a common wall, each having separate individual front and rear entrances; the structure is that of a row-type house as distinguished from multiple-dwelling apartment buildings. A defined area within which all properties are deemed to have been served by an important project and are considered to receive the benefit. 19 SUNMARY OF SCHEDULE OF ACTIONS AND RESOLUTIONS FOR LOCAL Il+iPROVENILNT PROJECTS EXHIBIT "A" 1. Initiation of proceedings either by the Council or by petition of affected property owners. Owners may waive public hearing and submit "Agreement of Assessment and Waiver of Irregularity and Appeal." Adopt Resolution "Declaring Adequacy of Petition and Ordering Preparation of Report" (should be published because of appeal process) or, if not using petition, "Ordering Preparation of Report on Improvement (need not be published). 2. Preparation of report on the proposed improvement, submission to and approval by Council, Council then accepts the report and orders a Public Hearing. (When a petition signed by 100 of the landowners requests the improvement, the Council may order the improvement without a hearing.) Adopt Resolution "Receiving Report and Calling Hearing on Improvement" (need not be published). 3. After a public hearing, or if hearing is waived, adopt following Resolution: • Adopt Resolution "Ordering Improvement and Preparation of Plans and Specs". 4. After submission to and approval by Council the following. Resolution is required: Adopt Resolution "Approving Plans and Specifications, Ordering Improvement and Advertisement for Bids". 5. After receiving bids, Council will adopt the following Resolution awarding the bid: Adopt Resolution "Accepting. Bid". (Need not be published). 6. After work is completed and receiving Engineer's recommendation for final acceptance, the following Resolution is adopted: Adopt Resolution "Accepting Work". 7. Assessment Proceedings: Adopt Resolution "Declaring Cost to be Assessed and Ordering Preparation of Proposed Assessment". Adopt Resolution for "Hearing on Proposed Assessment" (need not publish • resolution - but must publish and mail hearing notice. 20 8. After hearing and adopting assessment, adopt the following Resolution: Adopt Resolution "Adopting Assessment". (Need not be published.) • 21 r STILLWATER, V1MlGSOTA 12111191 fAVEVENT VANAGEVENI' VED. CRACK 5390,0001V1LE WITH 14EW CURD REPLACING BIT., LIVESTONE, .._..._ .. __ ... _...-_ _....--__ . __. __ __ _ .__-52,301LF - . _ _._._.___ .. _ ... _. _ + CURB COSTS; SUV OF ALL ~ LARGE CHAC E2S01SF TRENCH SETTL Ed13,000lVILE SUV OF ALL PEPAIRS ~ _. 50.401SY SS.00ILF ALLIGATOR _ _ ,_ E10,00fLF SS.001LF 51.0@1SF 51.0015E SIDEWALK +SIDEWALK kEPAIRS +E@,6SlSY ~ 310,0011E SHEET SEALCUhT CRACK FILL PATCHING CURB CURB TRGNCH SIDEWALK PARTIAL TOTAL ..ROUTINE ~ NEW PARTIAL TOTAL NO. SEGVE}IT FRUV TO SCORE PECOVV. COST COST COST.. REPLACE SETTLEVEN SETTLEVEN COSTS RECONSTRUCT RECONSTRUCT VAINT. OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT l3 THIRD ST. ST. CROIR ST. DEAD END 20 GRAVEL 14,313,86 ~ H,ST3.86 22 CARNELIAN ST. ST. CROIR ST. DEAD END 20 GRAVEL 21,618.31 ~ 11,418.31 11 HEAL AVCNUE CITY LIVITS NO. VCKUSICK RD. 20 GRAVEL _ . 14,848,48 ~ 14,848.48 1381HIRU ST. N. W. HA7~l ST. DEAD ENO 20 GRAVEL 1fi,T329S ~ 1b,132,95 205 HUDS01! STfiGET SO. SIRTH AVE. E14D(PRIV.DR.I 20 GRAVEL _- . . 18,892,05 ~ 18,892,83 _ _ __ .228 t<NDERSON ST ~,_ C.R.66 _ ~._.- - ___ -EVEl1ETT St. __-_ _ 2E ' . _ . 803P EN __._--.-.- ----__---_ . ._ __T ___~ . ~ ld1 LAKE ST. C.R.66 DEAD END 2@ GRAVEL 13,143.31 ~ 15,143.31 2fi6 HARRIET ST S. W. CHURCHILCST DEAD END 20 GRAVEL 11,21511 ~ 11,243.21 214 ABDOTT ST W. SO. VARTHA ST. _ DEAD END TOE _ ~ ~ 20 GRAVEL 15,143.71 ~ 13,14131 285 LOCUST ST. E. S0. BROADWAY REST DEAD EHD 20 GRAVEL 11,14311 ~ 11,21511 290 LOCUST ST S0. FOURTH SL S0. THIRD ST. 20 GRAVEL 25,109,J9 ~ 25,189.39 __ _ _ __ .. J68 OAK ST ~, S0. FIFTH ST. S0. FOURTH $T. 20 GRAVEL __ __ 30,581.12 a ~ 3@,581.12 385 LEVEE STREET dSS'N,OF NELSON 118'NAF NELSON. 28 CONC.: ~ 394 THIRD STREET CHESTNUT ST. PINE ST. 2@ CO. RD. ~ . _ _ ~ 429 CHERRY STREET EYERETT ST. DEAD END ~ 20 _ _ GRAVEL _ .. _ .. _. _ 23,929.92 ~ 2J,924.92 433 LAUREL STREET SECOND ST. CUL DE SAC 20 GRAVEL 21,141.10 ~ 21,141.10 439 ASPEN STREET FOURTH ST. E DEAD END 20 GRAVEL 15,293.56 ~ ~ .15,293,56 _ 443,1 HI(;KORY STREET VARTHA ST. OWENS ST. 20 GRAVEL 118,484.85 ~ 118,484.85 ddb SCHOOL STREET THIRD ST. DEAD END 20 GRAVEL 15,143.31 ~ 15,147.31 363 SIRTH ST S. W. PIIIE ST. W. OLIVE ST. 26 TR 8,158,00 18,920.45 ~ _ 18,928.45 l8d SECOND ST S. _ _ E, HANCOCK ST. E ORLEANS ST. 32 TR 11,J1S.BB 12b,B16,T0 ~ 126,016.10 ISS 114TERLACHEN DR. CITY LIYfTS VARYKNOLL DR. d4 TR 1b4,990,53 ~ 164,990,53 185 FIRST ST. S. E, ORLEANS ST. E HANCOI;K S1, d5 TR 12,230.08 126,052,88 ~ 126,832.08 .164 NORTHLAND AVE. 1NTERLAfIIEN DR. CRO[RWOOD BLVD. . Ifi _ - TR__.. ....._ .._ . _ ... _ __ _.. . _-. _ _ .... .. 139,111,4@ ~ 139,111.40 321 WILD PINES LANE CO. RD. S d2S W.UF CO,R.S 41 TR 38,23390 ~ 38,23J,9@ 1dS WILLOW ST. E. N. SECOIH) ST. N. BROADWAY ST. 49 TR .._. ~ 62,61164 ~ b1,613.bd 298 SEVENTH St S. _ . CHURCHILL ST. WILLARII ST. 49 TR _ _ ~ - ~ 58,415.38 ~ 58,413.38 lb6 DRIFTW(HlD LANE CROIRWOOD BLVD CRO[RWOOD BLVD. S0 TR 113,262.31 ~ 113,262J1 2 FOURTH SL CHESTNUT ST. OLIVE ST. Sl TR 1,515,00 28,923.48 ~ 28,92148 163 FAIRLAWN DRIVE EDGEWOOD AVE. CROIRWOOD BLVD. Sl TR _ 81,26126 ~ 81,2631b 3 CHESTNUT STREET TH[R[I ST. W. DEAD END SS TR 8,546.48 ~ 8,546,40 214 SIRTH ST'S. W. HANCOCK ST. CHURCHILL ST. S6 TR _ 19,250.00 11,961.80 ~ 11,961,80 STILLWATER, WINNESOTA 12111191 PAVEWGNT YANAGEIIENT WED. CRACK 5390,0001V1LE WITH NEW CURB REPLACING BIT., LIVEST013E, __ _ SI,S~ILF _ . _ __ .... _... +CURB COSTS, SUV OF ALL ~ LARGE CRAC 52.50lSF TRENCH SETTL Sd15,0001VILE SUR OF ALL REPAIRS ~ S0.d01SY 55,00l1F ALLIGATOR 510.00lLF SS,00lLF S110ISF l1.00(SF S[DGWALK + SIUEIALK REPA[RS +S0.b51SY ~ 510,001LF SHEET SEALCOAT CRACK FILL PATCHING CURB CURD TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ NEI PARTIAL TOTAL N0. SECWENT FRON TO SCORE flECOYV. COST LUST COST REPLACE SETTLEWEN SETTLEVEN COSTS RECONSTRUCT RECONSTRUCT NA1NT. OVERLAY ( CURB . RECONSTRUCT RECONSTRUCT 124 SHEflBURNE N. W, LINDEN ST. CSAH 12,: , S9 TR 101,234,85 ~ 101,234.85 1St HAWTHORNE LANE YARYKNDLL AVE. NORTHLAND AVE. SS TR 140,610.80 ~ 140,b10.80 2C6 SECOND ST S. ' E HANCOCK ST. CHURCHILL ST. ~ 38 TR _ 12,250,00 63,918.22 ~ 63,918.22 209 HANCOCK ST. R S0. THIflO ST. S0. S]KTII AVE. S8 TR 5,258,00 81,835.23 ~ 81,835.23 210 WILLARD ST W. GRCELEY ST S.1[LLIAW ST. 58 TR 21,528,41 ~ ~ 21,528.41 362 HOLCOIlBE ST 5, OLIVE ST, _ W. PINE ST, _ -. _ S8 TR. _._ _ __. _ _ _ - 1,000.80 80,04914 ~ 80,049,24 150 WARYKNOLL DR CSAH 12 [NTERIACHEN DR. 59 , PR 103,039.11 ~ 103,039.11 161 EDGEWOOD AVENUE [NTERLACHEN DR ' ' CROIKIOOD BLVD. 39 PR 11S,00Sb8 ~ 11S,00S.68 113 DUIJDEE PLACE FA[RREADOWS RD. _ CO. RD. S S9 PR _._.. _ _ 31,b10,4S ~ 31,610,43 119 PINE ST W. SEELEY ST. S. CENTER ST. S9 PR 10S,62S.08 ~ 10S,b1S.00 21l HANCUCK ST 1, F[FTH ST. FOURTH ST. 59 PR 1,925,00 24,305.68 ~ ( 6,0b8.08 30,365.68 2SS [CE ARENA SKIT PARKDIC LOT C.R66 - _ 54 PR _ _ _ .. 25,409,09 r ~ 6,880,00 72,28919 311 HARRIET ST S. W. PINE ST. 303'. N. OF P111E S9 Pk ~ 22,528,41 ~ 22,528,41 391 CHESTNUT ST. HWY. 95 TH[RD ST. S9 PR 13,900.00 b4,496.59 ~ bd,49639 dl3 NULBERRY STREET 118'1,lFOURTH S0l'WIFOURTH ST S9 PR 6,480.00 308.08 10,500,00 41,211.82 ~ 41,211.82 251 UkLEANS ST W. 536'W.OF C.R.66 DEAD END 60 Pk 33,865.23 , ~ 9,588,00 dd,S8S.13 414 MULBERRY STREET S02'1.lFOURTH OIENS ST. 60 PR 30,140.00 250.08 35,000.00 214,24195 ( 214,241.95 S9 SEC01H) ST LAUkEL ST. - NULBERRY ST. 61 PR - 1,538.09 -~ 9,856.00 84,162,82 ~ 84,1b2,82 210 NANCOCK ST W. S0. FOURTH ST. S0. TH]RD ST. bl PR 6,08000 1,515.08 30,109.SS ~ 6,880.00 3b,18955 218 SECOIHI ST S. E WALNUT ST. E P[NE ST. bl PR _ . 6,400,08 4,315.00 34,411.36 . ~ 34,411J6 288 SECOND Si S. . E I[LLARD ST. _ CNURCNILL ST. 6I PR __ 12,408.00 4,315,00 62,510.45 ~ 62,518.45 133 CENTER STREET CSAH 12 RAYSEY ST. 62 PR 24,892,05 ~ 6,140,80 31,632A5 213 SGVEIJTH STS. CHURCHILL ST. W. NANCOCK ST. 62 PR IS,iS0,00 38,590,91 ~ 11,600.80 10,190.41 261 EVERETT ST. S. W. ABBOTT ST. W, WILLARD ST. 62 PR 23,6363b ~ 6,400,00 30,0J6.36 386 LEVEE STREET NELSON ST. 435'N.OF NELSON 62 PR 33,601,95 ~ 33,60195 183 PINE ST W. S. THIRD ST. BROADWAY ST. 63 Pk d,31S~00 SS,Sb2.S0 ~ SS,562SB J00 FIFTH ST. S. CHURCHILL ST. WILLAM ST. 64 PR _ . __ 12,040.00 14,000.00 10,S0S.91 ~ 10,S0S91 328 NIGH1'1NGALE BLV NORTNLANO NARfNE CIRCLE 64 PR 144,034,09 ~ .144,834.09 384 LEVEE STREET 118'N.OF NELSON 1009'N. NELSON 64 Pk - 21,494.32 ~ 21,494.32 289 FOURTH ST S. WILLARD ST. ~. PINE SL 6S PR 848.00 1,225.00 S1,SS1bd ~ 13,400.80 64,953.64 310 WARTHA ST S. I.OLIVE ST. 1. PINE ST. 6S PR 58,352,21 ~ 15,800,00 14,1S21'I S3 BROADWAY ST. ST. CROIK ST. 3S0' NORTH 66 PR 25,852.21 ~ 1,000,00 J2,8321T _ __ STILLWATER, MINiHiSOTA 12!11191 PAVEMEIIT MANAGEMENT MED, CRACK 5398,0001MILE W1111 NEW CURB REPLAC]NG BIT., LIMESTUIH:, __ _ .. _ ._ S2,S81LF _ + CURB COSTS, SUM OF ALL ~ LARGE CRAC 52.3@1SF TRENCH SETTL S41S,0001MILE SUM OF ALL .REPAIRS ~ 50,40lSY SS.@01LF hll1GATOR Sl@.@@1lF SS,001LF S1,001SF 51,00lSF SIDEWALK + SIDEWALK REPAIRS +S0,6S1SY ~ 510.001LF SHEET SEALCOAT CRACK FILL PATCHING CURB CURB TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ NGW PARTIAL TOTAL N0. SEGMENT FROM TO SCORE RECOMM. COST COST COST REPLACE SETTLEMEN SETTLEpEN COSTS RECONSTRUCT RECONSTRUCT MAINT. OVERLAY ~ CURB RECONSTRUCT RECDNSTRUCT l96 BUPLINGTON ST. E SO. FOURTH AVE. S0. S1XTN AVE, 66 PR 3,508,00 . 51,51136 ~ 13,080,00 6d,S1136 246 OWENS STS. WILLARD ST. PINE ST, 66 PR _ 1,000A8 23,159,09 ~ 6,000.00 29,1S4b4 41t MULBERRY STREEt FOURTH ST. 118'WIf9URTN ST 66 PR 3,560,80 6,113.00 22,832,13 ~ 22,832.17 d43 HICKORY STREET FOURTH ST, MARTHA ST. 66 PR 39,680,00 186,22S,4S ~ 39,600,00 223,40S.4S 22d MORI1114GSIDE RD, EVERETT DR HARft[ET ST. 61 PR 1,0@0,00 43,693.18 ~ 43,643.18 22b HARRIET STREET - _. _. HARRIET DR _. _ . W. ORLEANS ST. - 61 PR 800,80. ~ 58,04432 ~ 58,044,32 2fi1 FIRST ST. S. E. CHURCHILL E W[LLARD 61 PR 13,020,00. B,T58,00 69,SSS13 ~ 13,020,00 82,81523 330 MARINE CIRCLE NIGHTINGALE BLV_ CUL DE SAC __ _ 61 _ PR ::__ ...__..... _... _ 61,61614 ~ 61,61b,14 S8 SECOND ST WILKIN ST, 511 N.OF LAUREL , 68 PR 31,850,88 110,440,91 ~ 21,280.00 131,12091. 181 FIFTH AVE S. 1~ ORLEANS ST. E.BURLINGTON ST 68 PR 13,494.32 ~ 19,908.00 9],19432 191 BURLINGTON ST. S0. THIRD AVE. S0. FOURTH AVE. 68 PR - - 3,500.00 21,815,00 ~ ~ 6,600,00 34,413.00 402 NELSON STREET RIVER ST. HWY. 9S 68 PR - _ -- _ ._ _ , ._.. 31,892,05 d ~ 31,892,BS 431 FOURTH AVE BURLINGTON ST NORTH DEAD END 68 PR p 12,38636 ~ 19,600.00 91,98636 H4 FOURTH ST: N. W. POPLAR ST. DEAD END _ 69_ PR _ .. __ s .. _.~ : _ ... _ _ 26,88636 ~ .1,280,00 34,1663b 1S1 TAMAP~hCK CT. 1NTERLACHEN DR. CUL DE SAC 69 PR 39,812,30 ~ 39,812.58 110 FAIRMEADOWS RD. DARRELL CT. CO. RD, S 69 PR 2,008,00 106,443,18 ~ 106,443.18 1 FOURTH SL LAUREL ST. MAPLE SL 10 PR 4,313.00 34,289,11 ~ 8,1@@.00 42,38911 43 MARTHA STREET MULDERRY ST. MYRTLE SL 10 PR l,Tl@,00 1T,S4@.00 6,300,0@ 88,618,41 ~ 11,540.00 10b,iS8,41 306 MARSH ST W, S. FOURTH ST. S0. f1FTH ST. 10 PR 1,904.00 23,91536 ~ 5,960,00 29,81536 4@1 OLIVE STREET TH[ftD ST. _ . _ ., SECOND ST._._ _ _ 1@ .....PR. __ .. _ _. __. ..13,600,00. .1,125,00...... 64,932.21. ~ 64,95211 2S3 IL'E ARENA GNTR C,R.66 PARKING LOT 11 PR 71,@22,13 ~ 8,40@,0@ 39,422,13 281 WILLARD ST W, SU. FIFTH ST, S0. THIRD ST. 11 PR 1,100,00 46,330.68 ~ 18,db8,00 Sb,190,68 282 WILLARD ST W, SU. SIXTH ST, SO, FIFTH ST. 11 PR ~ 3,500,08 33,184.09. ~ .8,200,00 41,484,09 299 SIXTH STS, WILLARfI ST. GIURCNILL ST, 11 PR 3,024,00 50,66b,@S ~ 12,900,80 b3,S660S 330 BRICK ST, S. OLIVE ST, W. PINE ST. 11 PR ~ 50,81018 ~ 50,81818 33T OWENS ST S. W, PINE ST. Ol1VE SL 11 Pk 50,9bS91 ~ 13,800.00 64,16591 49 SYCAMURE STREET SECOND ST. FIRST SL 12 PR 24,005.68 ~ 6,500,88 30,S0S,68 148 RIDGE LAME N. FIRST St, DEAD END 12 PR 33,911,21 ~ 9,200,00 43,111,21 134 NORTHLAND AVE. HAWTHORNE AVE. I1ITERLACBEN DR 12 PR 69,121.21 ~ 69,12111 109 BURLINGT011 SL E S0, SECOND ST. _ _ S0, THIRD ST. _ _ 12 _ PR - _ _ _ _ 6,480,00 _ _ - 30,411.82 ~ 30,411,82 201 FIRST ST, S, CHURCHILL ST. E. HANCOCK ST. 12 PR 13,400.00 58,462,30 ~ 11,660,00 1@,12250 263 HOLWMBE ST S. W. WILLARD ST, W, CHURCHILL ST 12 PR 49,8S19S ~ 13,500,00 63,3S1,4S ' STILLWATER, VINb'ESUTA 12111191 . PAVEVENT VANAGEVENT VED, CRACK 5390,0001VILE S2,SOILF + CURB COSTS, SUV OF ALL ~ LARGE CRAC 51,5015E TRENCH SGTTL S41S,000lVILE SUV OF ALL REPAIRS ~ 50,40(SY SS,001LF ALLIGATOR 510.001LF SS,001LF 51,0015E 51,0015E SIDEWALK + SIDEWALK REPAIRS +S0,6S1SY ~ SHEET. SEALCDAT CRACK fILL PATGI[NG CURB CURB TflE14CN SIUEWALK PARTIAL TOTAL RDUTINE ~ fi0, SEGVENt FROY TO SCORE RECOYV. COST COST COST REPLACE SETTLEVEN SETTLEVEN COSTS RECONSTRUCT RECONSTRUCT WAINT. OVEkLAY ~ 301 VARSN STREET S0, SI%TH AVE. S0. TH[RD ST. 12 PR 4,144.08 12,831,18 ~ Zl3 EVERETT DRIVE W,ORLEANS ST. HARRIET SL _ 13 PR _ 1,000.00 85,204,55 ~ lb FIFTH ST. CHERRY ST. DEAD END 14 PR 150,80 9,602.21 ~ 38 FIFTH ST. OLIVE ST. CHESTNUT. ST. 14 PR 100,00 22,628,41 ~ 361 FOURTH STS, W. PINE ST, W. OAK SL 14 PR 8,150.00 40,142.05 ~ __ 404 SECOIID ST NELSON ___- OLIVE ST. _.. _ __ 1, _ _ PR __--.._ . _ _ _ _ __.. __.._ .. .. - 9,682,21.. ~ 6 FOURTH ST, VULBERRY ST, LAUREL ST. 13 PR 11,500,00 92,T61,05 ~ lS FIFTH ST, VYRTLE ST. DEAD EIIDIC,GAR) 1S PR 625.00 _ -- 23,193,18 ~ 283 WILLARD ST W, _ SD, SEVENTE(SL S0, SI%TH ST, ~ 15 PR 22,011.36 ~ 3211 WILD PINES LAME 345 W,OF CO.R,S 110 W.OF CO,R.S 15 PR 25,482.95 ~ WITH NEW CURB REPLACING B1Tn LIVESTUNE, 510,001LF NEW PARTIAL TDTAL CURB RECONSTRUCT RECONSTRUCT 18,600.00 2,600,00 6,100,00 8,300.00 6,280,00 5,960.00 341 COUNTRY SIDE CT SUNRISE AVE CUL DE SAC 1S PR 19,513,8fi . - 344 HIDDEN VALLEY C _ _ HIDDEN VALLEY L - CUL DE SAC 15 _._ ___. PR -~ - __ _ _ _ _ ___.... . _ _._. _ _ 31,301,14 ~ 388 VYRTLE STREET LEVEE ST, 200'W,OF LEVEE 1S PR ~ 14,112.13 ~ 131 HAZEL ST. E. FOUu1N cT, u, uRnanWaY 16 PR _ .._ . _ 126,891.13 ~ 149 GREELEY ST. N, W, VYRTLE W, VULBERRY Tb PR 6,125.00 12,454,55 ~ ISl BAYBGRRY AVE.. VARYKNOLL DR IIAWTHORNE LN, 16 FR 300,00 18,00455 ~ 112 CRES'TWOUD TERR, FAIRVEADOWS RD, DEAD E11D 1b PR 43,653,41 225 HARRIET DRIVE DEAD END _ HARR]ET ST. 16 PR 1,000,00 41,903,41 ~ 261 HARRIET ST S. W, WILLARD ST. W, PINE ST. 16 PR 21,031,14 ~ 262 HULCOVBE STS, W, PIl4E ST. W, W[LLARD ST. 16 PR 21,051,14 ~ 264 HULCOVBE STS, W, CHURCHILL ST W, NANCOCK ST. 1b PR 44,318,18 ~ 211 WILLARD ST W, S0, WILLIAV ST. S0, VARTHA ST„ 16 PR 30,596,39 ~ 219 SECOND ST S. 264'N,OF SWILL E, WALNUT ST. T6 PR ._.... ~ _. _ . _ ],925,00 26,66912 ~ 30] UPPER 63RD ST, USGOOD AVE, USVAN AVE. 16 PR 26,369,32 ~ 384 VARSH ST W. S0, FIFTH St, S0, SI%TH ST. 16 PR 21,198,86 ~ 331 NILLSIDG LANE CROI%WOOD BLVD HIDDEN VALLEY L _ 16 PR _ :.. ____ 66,846,59 ~ 5 FOURTH ST. VYRTLE ST. VULBERRY ST. 11 PR 2,913.80 58,803,41 ~ 293 WALNUT ST. E. S0. THIRD ST. S0. SEC018) ST. 11 PR 13,414.11 ~ 36b FIFTH ST. S, 533' S,OF OLIVE W, PINE ST. 11 Fft 18,909,09 ~ 316 PARKING LOT OL[VE ST, SECOND ST, 11 PR 9,911,59 ~ 449 STILLWATCR ST, SECOND ST, FIRST ST. 11 PR 29,250,08 ~ 46 ST. CRUf% ST. THIRD ST, SECOND ST. T8 PR 21,663,64 ~ __ _ _. 34,360,00 5,100,00 5,100,00 12,000.08 13,100,00 6,100,00 1,140,00 fi,J40.80 (,120,00 2,100.00 1,920,00 5,920.80 91,431,18 8(,204,55 12,202.21 28,12&41 48,64285 9,601.21 92,161.05 19,41]18 21,911.36 25,482.95 19,51),86 31,301,14 14,112,13 161,251,13 12,454,(5 18,004.33 43,653,41 41,903,41 26,151,14 26,15114 56,]18,18. b4,296,39 33,369,32 ]3,509.32 21,198.86 66,846,59 58,003,41 29,1S4,TI 24,029,09 12,611,59 31,1T0.~ 11,183.64 StILLWATER, Vlh'NESOTA 12111191 PAVEVENT VANAGEVEIIT VED. CRACK 5390,000lVILE WITH NEW CURB REPLACI2IG BIT,, LIVESTONE, S2.S01LF + CURB COSTS, SUV OF ALL ~ LARGE CRAC S2,S01SF TRENCH SETTL 5413,0001VILE SUV OF ALL REPAIRS ~ 50.40(SY 53,00(LF ALLIGATOR 510,0@(LF 55.001LF 51.001SF 51.881SF SIDEWALK + SIDEWALK REPAIRS +SO,fiSlSY ~ 510.00ILF SHEET SEALCDAT CRACK FILL PATCiIING CURB CURB TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ NEW PART[AL TOTAL N0. SGGVEI4T FROV TO SCORE RECDVV. COST COST COST _. _ . REPLACE SETTLEVEN SETTLEVEN COSTS RECONSTRUCT RECUNSTRUCT VAINT. OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT '~ ° 41 ST. CROIX SL SECOND ST. FIRST SL 18 PR 26,390,91 ~ 1,200,00 33,T909] 23011AIN;OCK ST W. S. HOLCUVBE S. FIFTH.ST. 18 PR ~ 63,392,05 ~ .11,300,@0 81,192JS 231 ANDERSON ST W. S, EVERETT ST. S. HOLCOVBE ST 13 PR 11,426.14 ~ 21,100.00 99,02614 323 HIDDEN 9ALLEY L CRO[RW000 BLVD. SUNRISE AVE. T8 PR 91,204.SS ~ 91,204,SS 421 CHERRY STREET FOURTH SL TIIIRD ST. __ 18 PR _ 3,500.00 30,46@,23 ~ 30,460,23 438 ELV STREET N0. EVERETT ST. VARTHA ST. 18 PR 6,820,00 125,00 23,193.18. ~ 1,600.00 35,193.18 438.2 ELV STREET VARTHA ST. FOURTH ST. 18 PR 125.00 48,13b.36 ~ 13,000.00 61,136.36 433 ST. CRO[X ST. _ VARTHA ST. FOURTH ST. 18 PR __ _ _. 48,823.86 ~ 13,220,00 62,Od3.86 tS8 VARTHA ST S. W. ABBOTT ST. W. W[LLARD ST. ~ 19 PR 2t,139.09 ~ 6,000,00 28,IS9.09 284 BROADWAY ST. S. LOCUST ST. E, P[NE ST. 19 PR ~ 59,460.23 ~ 16,100.@8 15,360,23 313 W[LLIAV ST VULBERRY ST. VYRTLE ST. 19 PR 21,000.00 86,22LS9 ~ ~ ll,660A0 103,881.59 348 OAK STREET CD, RD. S 433'EOF C.RD.3 19 PR - _ _ . _ . _ . __. 32,130.68 ~ ~ 8,100.00 40,830,68 361 OAK ST W. S0. WILLIAV ST. S0. HOLCOVBE ST 19 PR ( 96,022,13 ~ 26,@00,00 ]22,022,13 369 OAK ST W. S0. FOURTH ST. S0. THIRD SL 19 PR ~ 26,59091 ~ 1,200,00 33,19091 48 HARRIET STflEET VYRTLE ST. VULE3ERRY ST. 80 RE J,1S0,00 100.00 fi,12S.00 20,161.00 ~ 11,960,00 4Z VARTHA STREET DEAD END OLIVE STREET 8@ RE ll5,00 2,69010 ~ .3,480.00 60 SECOND ST LAUREL ST. LAUREL,SII' N0. 80 RE 1,030.00 b00.00 4,480,00 10,950.20 ~ 143 POPLAR ST. E SECOIID ST. DEAD ENDIBAHRCD 80 .. RE _. . 120.00 IB,b29,90 ~ 16,940.00 130 PINE ST W. S. CENTER ST. S. GREELEY ST. 80 RE 11,00@.00 38,599.00 ~ 19,300,00 204 DUBUQUE ST. E S0. SIRTH AVE FIFTH AVE. S0. 80 _ RE , 1,(41,50. 1,650,00 ., 400.0@ 8,281.00 ~ 3,800,00 303 VARSH ST W. S0. THIRD ST. FOURTH ST. S, 80 RE 462.50 1,b11S0 ( b,008,00 334 WILIICR@ST LANE NICIITINGALE BLV NORTHLAND AVE, 80 RE 3,120.08 21,840,00 ~ 483 SECOND ST ULIVE ST. VULBERftY ST. 80 RE 315.00 __ 41,265.00 ~ 4l0 VYRTLE STREET OWENS ST. FIFTH STdWEST) 80 RE _ 1,100.08 1,000,00 66,451,0@ ~ 44l ASPGN STREET VARTHA ST. WILLIAV ST. 80 RE ~ 14,080.00 39 HARRIET STREET VYRTLE SL DEAD END 8l RE 121.50 _ _ _ 2,304.75 ~ 3,940.00 44 SYCAVDRE STREET FDURTII SL WILLIAV ST. 81 RE 4,340,00 800.00 29,164,00 ~ 26,408.00 336 h'ORTHLAl1D COURT NORTHLAND AVE. CUL DE SAC 81 RE 240.00 3,819,53 ~ 5,130.35 340 EVERGRIiEN COURT HIDDEN VALLEY L CUL DE SAC 81 RE 1,200.00 2,800.0@ 300,00 d0@,@0 12,243.SS 433,1 ELV STREET WILLIAU ST. _ EVEfiETT ST. 81 ~ _ 123.08 100.00 31,8St,@0 ~ 26,480.00 48 ST. CROIR ST. FIRST ST. BRUADWAY 82 RE 195.00 1,040,00 20,223.80 ~ 1,040.00 139 FIFTH ST. N. W. HAZEL ST. WEST POPLAR ST. 8Z RE 900,00 ___ ~ 1,063.90 ~ 10,54@,00 • STILLWATEfl, MINNESOTA 12!11191 PAVEMEIIT YAIIAGENENT MED. CRACK 5390,0601MILE WITH NEW CURB REPLACII~ B(T., LIMESTONE, S2.S0(LF _.._. _ +CURB COSTS, SUY OF ALL ~ LARGE CRAC 52501SF TRENCH SETTL 5415,000111ILE SUY OF ALl REPAIRS ~ 50.401SY 55,001LF ALLIGATOR 510,0D1LF S5.601LF Sl,@@1SF 51,001SF SIDEWALK + SIDEWALK REPAIRS +S@.651SY ~ 518.601LF SHEET SEALCOdT CRACX FILL PATCHING CURB CURB TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ IIEW PARTIAL tOTAL 1JU, SEGMENT FROM TO SCORE RECOMM, COST COST COST REPLACE SETTLCMEN SETTLEYEN COSTS RECONSTRUCT ftCCONSTRUCT YAI6lT. OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT 188 BURLINGTON ST, E SO, SIXTH dVE. S. SECOND ST. 81 RE 2,025,@0 6,12@.00 26,199,08 ~ 200 THIRD AVE S. fiS'N,OF BURLING E, ORLEANS ST, 82 RE , 3,150,00 ,_...,,.815,00 . _ 123,00 23,685,00 ~ 23,000.60 233 EVERETT STREET , _ W. ANDERSON ST, HAl1000K ST, 82 RE 480.00 50@,00 3,060.00 ~ 321 PARKWOOD LANE WILD PINES LANE SUNRISE AVE. 82 RE 2,000.00 21,636,00 ~ 324 H[DDEN VALLEY L SUNRISE AVE. 2606l2b30 H,V,L 82 ~ 1,200.00 . _ : _..... . _ _. 20,9b0,96 ~ .. 183 LEVEE STREET _._ ]@09'N, NELSON __ _ . 13fi9'N, NELSON _._ _. 82 _._ . _ RE _.. _.----.- _._...--- -. 125,@0 __..... . _ .. 2,465,0@ ~ 431 ELY STREET UWENS ST. W[LL[AY ST. 82 RE 1,450,00 WD,00 15,416,00 ~ 13,3fi0.01 d5l STILLWATER ST. MARTHA ST, WILLIAM ST, 82 RE . _ : ~ 13,260.80 36 SIXTH ST. MYRTLE ST. , _ OLIVE ST. 83 RE _ _ _ ..._ 3,000,00 _ . ~ 4,315,00 14,421,00 ~ 11,120,00 45 YOORE STREET FOURTH ST, WILLIAM SL 83 RE 5,320,0@ 10D,00 24,808,00 ~ SS F]RST ST, WILXIN ST. WILK[N, 286' SO 83 RE 280,00 120,00 j S,b0S,26 ~ 5,120.69 111 LAURIE CT. -- _ FAIROEADOWB RD. CUL DE SAC 83 ..RE .. .. _ 1,90@.00 ." - __ 12,3b2.10 ~ 296 SIXTH STS. PINE ST, WILLARD ST. 83 RE ~ 1,23250 $@00,00 S@0,00 11,5@0.00 28,215,00 ~ 9,000A6 311 GREELEY STREET LINDEN ST, DEAD END 83 RE ( 315,@0 1,606,25 ~ 8,900,00 378 HIDDEN VALLEY L HIDDEN VALLEY L CUL DE SAC 83 ... RE .. , _ 160,00 1,909,15 ~ 3S9 OAK ST W, SO,SHEABURNE ST S0, GREELEY ST, 83 RE 1,32@.06 20D,0@ 14,315,80 ~ , 11,80@.0D 318 PARKING LOT NELSON ST, CHESTNUT SL 83 RE 990,00 _ 6,138,00 ~ 2,400,00 444 MAPLE STREET _ EVERETT ST, FOURTH ST, _ 83 RE _ _ _ ~ _ - - 50,00 _ 200.00 _ 260.00 ~ 20,0D0,08 444.1 MAPLE STREET OWENS ST. EVERETT ST, 83 RE 50.00 200,80 200.0@ ~ 26,580,00 1 CHESTNUT STREET FIFTH ST, FOURTH ST, 84 RE i6@,@0 25,0@ 815.08 8,191,8@ ~ 1,720,00 26 MARTHA STREET _ ASPEN ST, W[LKIN ST, __.. _ 84 RE- 490.00 ___.. _. 4,SBZ.80 ~ 5,26@.68 b8 OAK GLEN PLACE OAK GLEN DRIVE CUL DE SAC 84 RE 290.0@ 4,@61,30 ~ Il4 NAYSEY STREET DRICK ST. N. OWEIJS ST, 84 RE 4,fi48.00 40,644,80 ~ 34,620,69 1S61NTERLACHEN CT. INTERLACIIEN DR. CUCDE SAC 84 RE 1,160,06 _ _. 4,823,40 ~ 192 SIXTH ST S. W, HANCOCK ST, W. ORLEANS ST. 84 RE 3,100,00 500.00 25,660,D0 88,112,45 ~ 199 FOUft1N AVE S, BURLINGTON ST, N. DEAD END 84 RE 2,491.50 2,50@,60 22,115,65 ( 20,260,00 282 CUBUQUE STREET S0, F~URl'H AVE. E1Ml(PP~VATE Dkl 81 RE 110,00 1,250.00 6,32816 ~ S,d80,00 tlfi WASHINGTON S. T.H,36 TOWER DR,W, 8d RE 4,100,00 40.00 30,61S.BS ~ 141 BRICK ST, S, W, PINE ST, W, WILLARD ST. 84 RE 115,00 3,446,30 ~ 2Sd ICE ARENA PN.LT ENTRANCE ROAD EXIT ROAD 84 RE 41,405,00 ~ 1,060,80 26'1 EVERETT SL S, W, CHURCHILL ST W, ABBOTT ST. 04 RE 1,240.00 1,188,15 ~ fi,S00,6@ 280 SECOI4D ST S. E WIILARII ST. 164'N.OF E.WILL _._ 84 _ RE ],450,00 5,256.60 6,426.40 ~ STILLYAI'ER, MINNESOTA 12111191 PAVEMENT MA}lAGEMENT MED. CRACK 5390,800lMILE Y ITH NEW CURB REPLACING BIT., L11lESTONG„ _ _ . _ .__.. __ _._ .. .... - .... - __~._.... _ ... . f2,S01LE _ ... _ .... __ ._ ...... _ _ .. - - + CURB COSTS, . SUM OF ALL ~ LARGE CRAC SZ,SO(SF TRENCH SETTL i41S,0881MILE SUM OF ALL REPAIRS J _.. _ S0.d0lSY SS.081LF ALLIGATOR 518.80iLF SSA0ILF 51.801SF 51.8015E SIDEYALK + S[DEYALK REFA[RS +SO,fiSISY ~ SIB.901LF - SHEET ~ SEALCOAT CRACK FILL fATCN[NG CURB _ CURB TRENCH S[DEYALK PARTIAL TOTAL ROUTINE ~ NEY PARTIAL TOTAL N0. SEGMENT FROM TO SCORE RECOM$. COST COST COST REPLACE SETTLEMEN SETTLEMEN COSTS RECONSTRUCT RECONSTRUCT MAINT. OVERLAY ~ CURS RECONSTRUCT RECONSTRUCT ..... .. ... ..... ......... ......................... ~................ . ........ . 2....... .... .. ..... 33..2.5.........25 ..............2.......... ...5.3........«. ...........................3 ............S SLL... ........~.......55..5L22253~ L2222~SSL5 ... ..... ............................. I• .. ... 343 HIDDEN VALLEY L 1331111DDEN VLY CUL DE SAC 8d RE - 415.00 3,231,85 ~ 351 HEMLOCK STS. Y: PINE ST. ' OL[VE ST. 84 RE 990,00 3,258.08 _ Zt,339.28 ~ JS2 OAK ST Y. HEMLOCK ST, CUL DE SAC . 84 RE b20,00 800,00 28.08 1,800.00 20,180.95 ~ 312 GREELEY ST S. Y. ORLEANS ST. Y. CHURCHILL ST 84 ` RE 4,118.00 815.00 S9,b42.00 ~ 21 Y[LLIAM ST YILKIN ST.. ' Ml10flE ST. 8S RE 4,280,00 200.00 _ 28,569.b0 ~ 26,Sh0.00 31 RAMSEY STREET S1KTH ST. DEAD END 8S RE ' 285.00 1,89B~S0 ~ 1,698.88 141 FIRST ST. N. RIVER NTS. E~`SYCAMORE SS RE .2,945,00 23,921.15 ~ 2@,820,08 IS3 NORTHLAND AVE. HAYTNORNE LR CSAH 12 : 83 __ ~ ~ 3,119.88 ; -.. _ - ... ...,' _ 11,319.18 ~ _ ...162 EDGEYDOD CT. .._ EDGEYODD AVE. _ CUL DE SAC - 8S ti .. RE _ .. 4,350.08 _ 13,161.48 ~ 1b10AK kIDGE AVE. ° CROIIYWD BLVD. CO. RD. S 8S RE 9,425,00 49,236.28 ~ 169 DARRELL CRT, OAKRIGGE RD. CUL DE SAC - BS - RE ~ 3,480.80 ~ - _ . : _ -- -- ...~ _ _ . ~ _ 11,915.65 ~ 14l FIFTH ST. S, Y. ORLEANS ST. _- Y, HANCOCK ST. _ - BS -- _ RE -- - ._ 3,158.09 _ . -- _ __-- _ _ ____ ._ 258.88 28,518,00 ~ 15,280AB 201 F[FTH AVE. S. BURLINGTON SL DEAD END,93S N. 8S RE 968.00 1,458 8B .200.00 20,621.00 ~ 18,188,8@ 38162ND STREET OSGOOD AVE. N : PANAMA AVE. N0 95 RE 1 118.08 ` 46,822.00 ~ 321 NORTHLAND AVE CROI%IOOD BLVD. _. 108 S'OF SUIIRIS _ ___, 8S , __.. RE ._ _:_ , 3,52000 . 980.00 2,316.08 54,340,00 ~ 333 GROVE ST S. Y. OAK ST. OLIVE ST. BS RE 818.00 8,064,00 ~ J91 COMMERCIAL NYY. 9S SECOND ST. 8S RE 540,00 180.90 8,128.08 ~ _ 158 COTTEI4YOOD CT. INTERLACIIEN DR, CUL DE SAC 86 RE 1,BIS~00 __ ~-_ ~ 3,191.80 ~ 113 LAUREL LANE OAKRIDGE AVE FAIRMEADOYS RD. 86 RE 1,395,00 1,959.85 ~ 259 MARTHA STS, Y. ANDERSON ST. Y. ABBOTT ST. 86 RE 1,240.00 _ _ „ . ... ... 208.88 b,600,00 ~ 4000.09 313 LAKESIDE DRIVE NA1EL ST.fEAST) HA?EL STdYEST) , _ 86 _ , ' AE 1,625.00 109.89 11,104.08 341 f1NE 1REG TRAIL Y. PINE SL OLIVE SL 86 RE 1,131.58 16,388.00 ~ 4l6 CHERRY STREET FIFTH SL FOURTR ST. 86 RE 1,500.00 8,159,89 1,831.58 ~ 6,580.@B S4 FIRST ST. SYCAMORE ST. Y[IRIN ST. _ • 81 -~ RE 2,115.08 840.08 24,486,58 ~ 21,948,88 ILl SIIERBURNE SL Y.OLIVE ST. CSAH 1Z 81 RE 1,400.08 189.90 - 13,315.28 ~ 12,380,80 140 POPLAR DR Y. N. FIFTH ST. DEAD END 81 ... RE 1,215.8 :. .. 11,161.45 ~ 18,988,88 _ 111 YILIARD ST. E .:. S0. FIRST ST. S0. THIRD ST. 61 RE 4,8@0,@9 10,500,00 21,]80.09 ~ 12,600,89 349 SEELEY ST S. OLIVE ST. Y. PINE ST. 81 RE 1,608.08 13,144.08 ~ 768 OAK ST Y. S0. GREELEY ST. S0. YILLIAM ST. 81 RE 490,00 ... _ .... ._ 6,228.88 ~ -S,S2B.A 3b3 FIFTH ST. S, 165' SAF OLIVE _ 533' S.OF OL[VE - _ 81 - _ RE - __ 300,00 ...... _ 5,284.80 ~ 1,360,08 12 THIRD ST. STILLYATER ST. ST. CROIK ST. 88 RE 110,89 , 4,284.80 ~ fi,100,88 b9 OAK GLEN DRIVE NYY. 96 OAK GLEN TRAIL 88 . _ ~ _ .... .:..2,241.58 _._.._ _.: _. _ 61,242.38 ~ i __ .... _ - -- _ .. : ~. STILLWd1ER, Vlh'h'ESOTA 12111191 PAVEMENT MANAGEMENT MED. CRAG 5340,0001M1LE WIIH NEW CURB flEPLAC[NG BIT., LIMESTONE, _ ... _ . ____ . . _ . _ :_ S2,f01LF . _.._... _ ..- .. _ .. _ + CURB COSTS, - SUY DF ALL ~ LARGG CRAG S2.S01SF TRENCH SETTL E413,0001Y1LE SUY OF ALL REPAIRS ~ E0.401SY 55.001LF ALLIGATOR Sl@.@@ILF ESAOlLF El.@@ISF ' E1.09lSF SIDEWALK + SN)EWALK REPASRS +S0.6S(SY ~ 510.0@ILF SHEET SCALCOAT CfiACK FILL PATCHING CUflB CURB TRENCH SIDEWALK .PARTIAL TOTAL ROUTINE ~ NEW PARTIAL TOTAL hkl, SEGMENT FROV TO SCORE RECOMV, COST COST COST REPLACE SETTLEMEN SE'fTLEVEN COSTS RECONSTRUCT RECONSTRUCT MAINT, OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT 129 STERLIIIG WAY. ECHO LANE ENII OF CURB 88 RE 315.00 2,526.30 ~ 130 BIRCHWOOD DRIVE W. MYRTLE ST.' OLIVE ST. 88 flE 2,030.00 1S,22S.00 ~ 131 GROVE STREET W, MYRTLE ST, OLIVE ST. 88 RE 1,148.@0 13,293.05 ~ 141 SECOND ST E. NATEL ST. RIVER HTS, DR. 88 RE S,6SS.00 25,8@3,65 ~ 21,380.00 146 RIVER HTS. DR, N. SECOND ST. ' FIRST ST. 88 RE 1,860.@0 8,892JS ~ 6,980.00 16S CROI%WOOD BLVD. 1lORTNLAND AVE CO. RD. S -- _. __ 88 _ _ ~ __ -.44,858,00 _... . _ _ 123,232.20 ~ 291 FOURTH STS. E, CHURCHILL ST W. WILLdRD SL 88 RE 1,H2S@ 1,500,@@ 100,00 18,98S,BS ~ 308 MID OAKS AVE.NO 1NTERLACHEN DR, CUL DE SAC 88 . RE 4,920,@@ . __ ,,__ 21,313,80 ~ 30,801.61 311 PARKING LOT CHESTNUT ST. NELSON ST. ~ 88 RE 3,300,00 13,598,@@ ~ .:.8,600,00 40S NELSON SECOND SL HWY. 9S 88 RE 100.80 1,180.00 6@@.@0 22,191.00 ~ d08 OLIVE STREET GRFELEY (WEST) OWENS ST. 88 ' RE SB0.00 i 1,398,0@ ~ 4l5 kfCE STREET OWENS ST. _. . WILLIAV ST. _ - 88 . .... RE _ --- 1,150,00 - _ _ ~ $ 10,0@0.40 ~ 11,840.00 418 RICE STREET EVERETT ST.: VARTNA SL 88 RE 810.00 6,091.45 ~ 5,540.00 419 RICE STREET MARTHA ST. HARRIET ST. 88 ` RE ,120.00 : 8,42080 ~ 1,02@.80 42@ RICE STREET HARRIET SL ... DEAD END 88 - - RE _ 9@0.00 .. _. .. _ S,S99S0 ~ 4,820.0@ 428 CHERRY STREET THIRD ST. ` SECOND ST. 80 RE 1,050.00 4,315,@0 1,93J,S@ ~ 1,060,00 44S SCHOOL STREET FOURTH ST. THIRD ST. 88 RE ~ 4S8 UNIO14 ST MYRTLE ST .. - .:-CHESTNUT ST _ _. -- 88 _ RE. __.. ._ . . 6@0,06. ...._...:.200,0@ 1,480.00 ~ 26 WILL]AM ST ELM ST. TO 6EST WILKIN SL 89 : RY 3,040.00 3,040,08 ~ 13,1@0.00 S6 FIRST ST. WILKIN, 286' SO ELV ST. 89 ~~ RV 405.00 ~ ~ 403.@0 ~ :4,940.00 101OHI4SON CT. STONE BRIDGE TR CUL DE SAC 84 ~ ~ RE ~ 2,115,00 21,81315 ~ 121 ROBIN LANG MEADOWLARK DR, W. LINDEN 89 RY 362.50 362.5@ ~ ll2 BIRCNWOOD DRIVE W. LINDEN CSAH 12 89 RE 4,495.@8 26,94S,3S ~ ll3 LOOKOUT ST. B]RCNWOOD DR CUL DE SAC . 89 . _ RM _..1,810,00 .... 1,810,00 ~ 121 ECHO LANE W. LlIR1EN ST. CSAN 12 89 RM 4,800.00 4,800.80 ~ 160 MARYKNOLL DR. 1NTEflLdCHEN DR. OAS RIDGE AVE _ 89 RE 4,35@.00 :; .. 21,422,40 ~ 168 OAK RIDGE CT. OAK RIDGE AVE CUL DE SAC 89 RE 1,140,00 S,31L10 ~ .114 HANSOII FLACE FAIRMEADOWS RD. OAKRICGE AVE 89 RE 2,115.00 11,015,63 ~ 18] PINE ST W. S. GREI:LEY ST. S. HOLCOYBE ST. 89 RV 9,900.@0 123.00 35,000,00 10,025.00 ~ :195 ST. LOUIS ST. S0. FIFTH AVE. S0. THIRD AVE, 89 RV 1,012.50 S@@.@0 1,S12.S0 ~ 11,5@0.00 l12 WILLARD ST W. SD. IIOLCOMBE ST S0. SEVENTH ST. 84 RE 3,915,00 1@,S12.S0 ~ 1,000.01 .323 HIDDEN VALLEY L 26612635 H,V,L . .,SUNRISE AVE 84,_ _ .RE . _ __ _1,040.00 4,158,00.,.. _ 100.00 400.00 .. 22,500.40 ~ .._. ST[LLWhTCR, MlN1dESOTA 12(11191 CRACK MED - f390,0001Y1LE IITII NEI CURC REPLACING BIT., LIMEST01~, PAVEMENT YAHAGEMENT _ _ _ __ .. . _ E2.501LF _ + CURB COSTS, SUY OF ALL ~ LARGE CRAC f2,S01SF TRENCH SETTL f41S,000(YILE SUY OF ALL REPAIRS ~ f8.d01SY f5.00lLF A[.LIf,ATOR f10.@OILF f3.00lLF fl.@01SF f1A0lSF SIDEWALK + SIDEWALK REPAIRS +f0,fi5ISY ~ ' f10.001LF SIIGET SEALCOAT CRACK FILL PATCHING CURB CURB TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ NEI PARTIAL TOTAL !w. SEGMENT FROM TO SCONE RECOMY. COST COST COST REPLACE SETTLEMEN SETTLEMEII COSTS RECONSTRUCT RECONSTRUCT MAINZ OVERLAY ~ CUR9 RECONSTRUCT RECONSTRUCT 3Sd GROVE ST S. W, PINE ST. W. OAK ST, 89 RY Sd0.00 540.00 ~ 401.1 OLIVE STREET SECOND ST. MAIN ST. . 89 ,._..RE . 800.08 _. 11,S9b,0@ dab IILKINS STfiGET FIRST SL L _ OWEN ST. 89 ftM 4,010,0@ 4,010.00 ~ 10 FOUkTN ST. STILL. ST TO E. YOORE ST. 90 'ftY 2,d@0,00 300,00 2,100.00 ~ 16,100,00 11 MARTHA STREET MAFLE ST. HICKORY ST, 9@ RM 1fii 00 165.00. ~ 6,1b0.00 _ . -- 6d Ot+K GLEN TRAIL _ _ _ _ . HWY. 96 . HEAL AVE. 90 RM 3,190,00 7,190.00 ~ 6S OAK GLEN LANE OAK GLEN TRAIL OAK GLEN DRIVE 90 ` RM S01.S0 S01.S0 ~ b6 OAK GLEN CRESC. OAK GLEN DRIVE : SAC CUL DE : ~ ... 9@ . ....~RM ., ....::....._.:_415.00. .:.:._ .. .::. .:; d3S,00 ~ _ it IONNSON DRIVE . IOHNSON CT. . .. _ S0. CUL DE SAC 90 ftY 81@.00 810.00 ~ 13 YCKUSICK RD,CT. YCKUS(CK RD.CT. CUL DE SAC 90 RM 501,50 501,50 ~ 84 EAGLE RIIXiE CR. EAGLE RD1CiE ' CUL DE SAC 90 RY 81 LECUYER DR, EAGLE RIDGE.. CUL DE SAC 90 RM 42.50 942.50 91 EAGLE RIDGE PL. EAGLE RIDGE ' CUL DE SAC 90 RY 2 @0.00 2,000,00 ~ 93 WIIDIOOD LANE EAGLE RIDGE CUL DE SAC 90 ftY .._.....:.. 25,00 _ 125.@0 ~ 94 WILDWOOD CT. EACLE RIDGE TR.. CUL DE SAC 90 ' RY ~ 93 MALLARD CT. EAGLE RIDGE CUL DE SAC 90 RI ~ ' l8S AYUNDSON LANE AYUNDSON DR. CUL DE SAC 40 RY 580,00 580,0@ 106 AYUNDSUN PLACE _ AMUNDSON DR, CUL DE SAC 90 RV _ 435.00 435.00 101 DALLAGER IAY AMUNDS011 DR. ' CUL DE SAC 90 RY 810,0@ 810,00 ~ 108 AYU}IDSON COURT AMUNDSON DR CUL DE SAC 9@ RM _ .. _ . :. .... ~ 189 AYUNDSON CIRCLE AMUNDSON DR. , , CUL OE SAC 90 RM _ 123,00 _ 125.00 ~ Ill CENTER ST. N, W. SYCAMORE DEADEND PAST SC 90 RM T80.00 180.@0 ~ .9,120.00 113 STILIIATER ST I. N. OWENS ST. YEADOWV[EI DR . 90 RY S8S.00 585.00 ~ 111 LIi'DEN ST I. N. OWENS AVE. _ _ DEAD END ~90 . . RM ~ ~ . _ _..4,800.08 4,800,00. ~ 118 CE11fER ST. N, I. LINDEN SL MEADOILARK DR. 90 RM 435.00 435.00 ~ 119 MEADOWLARK Dfl. N. CENTER ST, DEAD END 90 RY .4,185.00 4,185.00 ~ 126 RICE ST W. _ N. OIENS ST. DEAD END _. 90 .._ RM _ ._ 1,650.00 l,bS0.80 ~ 10,120,00 135 NA1EL COURT NA1EL ST. CUL DE SAC 90 RY 800.00 800.00 ~ 9,d90.3S 136 HA7EL ST. IlA1EL COURT FOURTH ST. 90 - RM 2,240.00 2,240.80 ~ '11,5@8,~ 142 SECOND ST RIVER HTS. DR E, WILKINS AVE. ~ 90 RM 5,180,00 3,180,00 ~ 118 PINE ST W. PINE TREE TRAIL SEELEY ST. 90 RM 4,340.00 4,340.00 ~ 212. FIFTH ST. S. CHURCHILL ST.' I. HANC~K ST. _ . 90. ..~. RY. _ . . _:.....1,215,00 : _ _... __......: 116,00 1,451.08 ~ 12,000,00 ST!LLWATER, 811D1GSOTA PAVEYEIJT MANAGEMENT 12111141 MED. CRACK : 5390,000IM[LE WITH NEW CURB REPLACING BIL, L]YESTONL, _ 52.581LF _ . .. _ _. _ ' + CURB COSTS, SUM OF ALL ~ lARGG CRAC S2.S81SF TPENCN SETTL S41S,0001M1LE SUIT OF ALl REPAIRS ~ 50.481SY SS.001LF ALLIGATOR S1O.00lLF SS.001LF 51,O81SF i1.001SF SIDEWALK + SIDEWALK flEPA1RS +38.bSJSY ~ S1d.801IF SHEET SEALCOAT CRACK F[LL PA1~NING CURD CURB TRENCH SIDEWALK PARTIAL TOTAL ROUTINE ~ NEV. PARTIAL 'TOTAL 11U. SEGMENT FROM TO SCORE RECOYR. COST COST COST REPLACE SETTLEYEN SETTLCYEN COSTS RECONSTRUCT RECONSTRUCT YAINT. OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT 221 NORTHWESTERN AV CURVE CREST BLV HWY.36 FRONTAGE 90 RY 3,200,00 400,00 3,fi88.O8 ~ 221 flAINDOW COURT VORNINGSIDE RD. CUL DE SAC 98 RY 2,220.00 :. 300,00 240.00 • ._. 2,T60.80 ~ ZS6 AlH)ERSO11 ST W. __ C.Rfib HOSPITAL PK.LT. 90 _ RY 465.80 465.00 ~ 26f HARRIET ST S. W. ANDERSON ST. W. CHURCH[LL ST 90 RM 1,085,00 1,0BS.d8 ~ 1,000.00 113 VILLARD ST W. ST. S0. YARTHA S0. HULCOMBE ST 90 T _ RY 2,880.00 ^_ T ~ _-- __, ., . .. >. _. _ , ... 2,888.00 _ ~ 12,888.80 ". 216 ABBOTT ST W. T _ S0. MARTHA ST. ~ C.R.66 - _ 90 ' RY ' _ 2,430.00 - --- - .~__._. 600.00 3,080,00 ~ 11,128.08 422 LINDEN STREET EVERETT SL HARRIET ST. 90 RM 1,108,08 1,188.00 ~ 18,880.00 434 ASPEN STREET _ SECOND ST. DEAD END 90 RY : . _ 140,04 ........ _. _ 148,80 ~ ' 3,Z40.d0 4S8 STILLVATER ST. . FOURTH ST. _, VARTHA~ST. . „- ' 90 __ _ ,, RY - 25,08 13.00 ~ 11,160.88 11 TN1RD ST. W[LK[NS ST. STILLWATER ST. 91 RY 1,040.80. 1,040,88 ~ 1,000,08 198 PANAMA AVE. N. E. ORLEANS SL= CORPORATE LIMIT 91 , _RY Al,SS2.S0 ,- __,_~ .. _.. __.__ ~_ .. _. _...... _... ~ 1,552,50 _ ~ 16,168,00 ,. __ _ 220 TOWER DR1YE W. -- NORTHWESTERN AV S.WASH(11GTON AV _ . - 91 _ RY _-- - 2,835.08 1,850,08 3,885.80 ~ t22 INDUSTRIAL BLVD CURVE CREST BLV NVY.1b FRONTAGE 91 RY 3,200.08 380.00 3,500.88 ~ 403 NELSON ALLEY HVY. 9S SECOND ST. 91. .:. RY 8,08 288.80 ~ 4O1OLIVE STREET S.YARTHA (EAST) GflEELEY IWESTI 91 RM 2,82500 380,00 21,800,08 2,32S.dd ~ 438 LAUREL STREET OWENS ST. `` ' FOURTH ST. 91 RY 5,693.80 128.88 31,300.88 5,815,08 ~ 451 ST. CROQ ST. OWENS ST. _ MARTHA ST 91 RY : _ ..:. • • ... ' :: ~ 26,960.80 Z8 EVERETT STREET .._ HICKORY SL _ - LAURGI ST, _ • _ 92 - -CRY - - __ .. _-.. , _. 2,914.88 . . _- _ _ ... . 2,918.80 ( 13,fi40.80 29 EVERETT STREET WILKINS SZ HICKORY ST.' 92 ' RM 3,541.SB 3,541.38 ~ 19,108.48 232 EVERETT STREET HAI4000K STREET V. ORLEANS ST. 92 RY 3,120,00 588.00 .: . 4,228.00 ~ 149 OWENS ST S. W. ABBOT ST. W[LLARD SL 91 • . RY . ...... 405.88 .., _ 600,88 180,08 1,385.48 ~ fi,d48.88 286 SIXTH AVE S. LOCUST ST. E. CHURCHILL ST 92 ' RY 3,248.88 3,138.88 1,240.80 ~ 21,360A8 291 FIFTH ST. S. PINE ST. WILLARD ST. 92 ` RY 1,530.88 1,510.88 ~ 11,144,40 318 LAKE STREET ADLER ST. DEAD END 92 . . RM . - 188.90 _ 280,80 ~ 1,200,00 3SS CENTER S1. S. W, P[NE ST. OLIVE ST. 92 RM 1,538.00 1,538.80 ~ 411 LAUREL STREET FOURTH SL THIRII ST. 92 RY 1,515.80 3,S04A0 1,515,88 ~ 432 LAUREL STREET THIRD STREET SEI;OND STREET 9Z RY ~ 1,194.84 ~ 4,315,04 1,190.00 ~ fi,S88,OO 440 ASPEN STREET FOURTH ST. F[FTH ST. 92 RM 420.00. 420,80 ~ 5,880,00 439 TIIIRD ST N. YULBENRY ST 312'N.SCIIOOL ST 92 RY 34,400,88 : 34,408,88 ~ 14 F1FTH ST. WILKINS ST. MAPLE ST.. 93 RY _._ 3,862.50 _ . _ 288A0 14,425.00 3,262,38 ~ 15,900,08 S1 ELY STREET FIRST SL PAIN ST. 93 RM 615.00 615,08 ~ 12,240,00 114 MEADOWVIEW Dfl. W. STILLVATER : CUL DE SAC 93 RY. 435.88 435.00 ~ _ !- _ .._ .. . STILLWATER, PI1HHiSUTA 12111(91 PAVEPENT PANAGEPEN'f PED. CRACK 5390,0@@IYILE WITH IlEW CURB REPLACING BIT., LIPESTONG, _... __. S2,S@ILf _....._.... _ _ ..... _. _. _ - +CURB COSTS, SUY OF ALL ~ ' LARGE CRAC 52.501SF TRENCH SETTL Sd15,0001P1LE SUY OF ALL REPAIRS ~ SO,d@(SY SS.001Lf .ALLIGATOR 510,0@1LF 55.001LF 51.@01SF 51,00(SF SD)EWALK + SIDEWALK REPAIRS +50.631SY ~ 510.001LF SHCET SEALCUAT CRACK FILL PATCHING CURB CURB TRENCH SIDEWALK FARTIAL TOTAL ROUTINE ~ NEW PARTIAL TOTAL I~. SEGMENT FROM TO SCORE RECOPY. .COST COST COST REPIACE SETTLEYEII SETTLEPEN COSTS RECONSTRUCT RECONSTRUCT PAINT. OVERLAY ~ CUk6 .RECONSTRUCT RECONSTRUCT 116 PAPLE ST W, N. OWEIIS ST. MCKUSICK Rfl. 93 RM 1,440.00 1,440.0@ ~ 13,940,08 1S91NTERLACHEN DR. YARYKNOLL DR. DEAD ENO 93 RY _ .. Id3S.00) _ (435.003 _ ~ 193 FOURTH STS, E, CHURCHILL ST E. ORLEANS SL 93 RY 2,810.0@ 9,625,00 2,810.@@ ~ 229 ORLEANS ST W. S. HARR]ET ST.: OSGOOD AVE. 93 RY 3,420.00 3,420.00 ~ 234 EVERETT STREET CHURCHILL SL W. ANDERSON ST.' _ 93 RY 1; 00.00 - 1,200.00 ~ 5,600.08 239 SEELEY ST S. _, . W. WILLAM PINE ST. _ . . 93. ...RY ... .. _ . 460,00 - .... .. ._. . 660,0@ ~ .244 WILLAflD ST W, S, OWENS C~R.66 93 ' RY 200,00 200,00 ~ 4,448,00 26@ MARTHA STS. ' W. WILLARD ST., , PINE ST. ,_ ,__ ....9].. . RP ...... _ , 381,50 _... ~. . ..... _._ _ _ .._ . 381.50 ~ S,SBO.@0 .. . 294 WALNUT ST W. . S0. FUURTft ST. ' S0. THIRD ST. 93 RY_ . 425.0@ d2S,0@ ~ _ 3@l OSYAN AVE. N0. . UPPER 63RD E. ORLEAIIS ST. ` 93 RY 1,215.@@ 1,215.00 ~ ` 18,14@.@0 329 NIGHTINGALE BLV MARINE CIRCLE . CITY LIMITS 93 RM 1,200.00 ....___ ... _ _ ~ 1,200,8@ ~ 332 ICEROSE LAh~ .... ..NIGHTINGALE BLV NORTHLAND AVE. . 93 . _ RY 2,310,0@ 2,320.00 ~ 386 SHERBURNE STS. W. PINE ST. OLIVE ST. 93 RY ~ 1,bS0.00 1,650.00 ( 13,120.01 39@ WATER STREET . MYRTLE ST.: ' 150'SAF MYRTLE : . ,93_ : RY , 210.08 _ 6@0.00 <, _ 810,@0 ~ 406 OLIVE STRCET THIRD ST. ' S0. HOLCOYBE ST 43 RY 3,T40.00 200,00 IT6.@0 21,@00,00 4,114.00 ~ 406,1 OLIVE STREET S0. NOLCOPBE ST SO.YARTH ST.(El 93 RP 200,0@ 114.00 "24,500.00 314,@@ ~ . 441 ASPEN STREET FIFTH ST., MARTHA ST. 93 RY . 3TS.00 . _ _. : . 315.00 ~ dSd ORLEANS ST. WASHINGTON AVE. CO. RD. S 93 RY ~ 8.1 FOURTH ST. MAPLE SL ASPEN ST. 94 RY 13,415.08 ~ 19,480.00 8.2 FOURTH ST. ,, ASPEN SL ' STILLWATER ST.W_ , 94 RY .. .. ~ 19,430,00 , 9 FOURTH ST. STILL ST,TO W, STILL. ST.TO E 9d RY ` 210.@@ 3,500.@@ 210.00 ~ 2,440,01 18 PARTHA STREET ELY SL ASPEN ST. 94 RP 615.00 S,2S0.00 615,@@ ~ 19 UARTHh STREET HICKORY SL ELY SL 94 RP 511.50 _ S11.S0 ~ 1,240,00 ll MARTHA STREET WILKINS ST. _ SYCAMORE SL.:., 94 RP 2,413.00 - 1,415.00 ~ ..19,400.@0 211 MARTHA STREET SYCAMORE SL YOORE SL 94 RY ~ 6,48@.10 23 WILLIAM ST LAUREL ST. _ MAPLE ST. 94 RP 383.19 11@.@0 1,153.29 ~ 6,16@.0@ 1d PCKUSICK RD,LN PCKUS[CK RD. _ YCKUSICK RD. 94 ` RY ~ TS OAK GLEN CT. OAK GLEN TRAIL < CUL DG SAC 94 RY 145.80 H5.00 ~ 19 YCKUSICK RD,CIR YCRUSICK RD; CUL DE SAC 94 RP 942.50 942.50 ~ 19 EAGLE RIDGE _ _ HWY. ]2 HEAL AVE. 94 RY . ____... _...4,495.00 .. 4,495.00 ~ 80 NCAL AVENUE RAILROAD TNACK S0. CITY LIMITS 94 RY 1,562.50 1,S61S0 ~ 36,68@,01 91 VAN TASSEL DF HEAL AVE. _ CUL DE SAC _ : ` _94 . RP :362.50 _ 362.50 ~ . • , STILLIATER, MIIINESOTA ]2111191 ... PAVEMENT MANAGEMEIIT MED. CRACK S39B,0001M[LE IITN NEI CURB RGPLACING Blt., LIMEST01~, f2.50(LF __.._._ +CURB COSTS, SUM OF ALL ~ LARGE CPAC S2.S0lSF TRENCH SE1'TL S41S,0001MILE SUM OF ALL REPAIRS ~ _ .: . 50.4@!SY 55.001LF ALLIGATOR 510.001LF fS.001LF 51.001SF 51.001SF ' SIDEIALK + SIDEI~LK REPAIRS +50.651SY ~ 510.001LF SHEET SEALCUAT CRACK FILL PATCIIING CURB .CURB TRENCH SIDEIALK PARTIAL TOTAL ROUTINE ~ NEI PARTIAL TOTAL 6~. SEGMENT FROM ~TO SCORE RECUMM. COST COST COST REPLACE SETTLEMEN SEl'TLEMEN COSTS RECONSTRUCT RECONSTRUCT. MA[NT. OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT 82 VAN TASSEL CT. VAN TASSEL DR CUL DE SAC 9d RY • 145.00 IdS,00 ~ BS THORENE PL EAGLE RIDGE CUL DE SAC 9d RN _ 211.50 _. _. _ 21iS0 ~ 86 EAGLE RICGE CL EAGLE RIDGE ' CUL DE SAC 94 RM 1dS,00 1dS.@0 ~ 88 LECUYER CT. LECUYER DR, CUL DE SAC 94 RM 89 LECUYER CIRCLE LECUYER DR __ CUL DE SAC_ ' _ 9d . _RM _ _:::__.... .._ : __....~ .... . .. ......... :.. .. , . ~ _ _ 90 EAGLE RIDGE CIR EAGLE RIDGE _ CUl DE SAC 94 RV ~ 92 L'AGLE RIDGE LN. ' EAGLE RIDGE CUL DE SAC 94 RM 5015@ S01.S0 ~ 96 INT. lAY CSAN 12 DEAD END ~ .~ . _ 94 .. .....RM.. .. ; .. ,_ .._501.50 :. _ S01.S0 ~ 100 BAYBERRY CT. . __.. _ CSAH 12 {UL DE SAC 9d RI 435,00 435,00 ~ 101 DEER PATH CSAH 12 I.OL]VE 9d - RV 1,232,50 1,232.50 ~ 102 DEER PATH CT. DEER PATH . CUL DE SAC 94 _ _ RN_.. _.. _ __ 435 00 . ._ ~ d3S.00 ! ~ 104 AMUNDSON DRIVE _ . 1. SYCAMORE ST. MCKUSICK RD. _ 94 RM 5,510.00 S,S10,00 ~ 112 ST. CRO[K ST. NORTH CENTER ST N. OIENS SL 94 RM ( 501.50 501,50 ~ 120 MCKUSICR RD S. ; MEADOILARK DR.. MEADOILARK Oft. ,. ,, _ 9d , RM .. _ .... . ~ 135.00 _. _ 135.00 ~ 10,000.00 128 SUIJIn SLOPE L11. ECHO LANE CUL DE SAC 4d RM 21150 211.50 ~ 186 SIKTN AVE S. E,BURLINGTON ST E. ORLEANS ST. 94 RM 1,012.50 1,012.50 ~ 194 HILLCLREST DR. S0. TIIIRD AVE _ ORLEANS ST. 94 RM ._.__.:_ dS880. , _:. _. __ ._._..__ _ _.. _ .. :: __ ~ _ dS8,00 ~ ,12,3b0A0 198 ORLEANS ST. E __ HILLCREST DR 50. FOURTH AVE. 9d _ RM . _ 440,00 440.00 ~ :11,640,00 203 DUBUQUE STREET S0. FIFIH AVE. S0. FOURTH AVE 94 RM dSS.09 dSS.00 ~ ; b,020.00 215 WTTAGE DRIVE L ORLEANS _ _CO, RD. S '.: .„, 94_ ., ,RM .. ..:........ ~ 219 CURVE CREST BLD CREELY ST. S. IASHINGTON 94 RM 14,000.00 14,000.00 ~ 13111LLARD ST 1, . S~ BR1CK ST. S. SEELEY 94 RM 660,00 bti0,00 ~ 2l8 PINE THEE TRAIL DEAD EIID 1, PINE SL 94 RM 3,685.00 _: _ r_ _ ~ _ _ 3,685.00 ~ _ 243 91LLARD ST 1. S, CENTER ST, _ _ _ S. OIENS ST. _..._.. _ 9d _.. .._ RM _._._. _. _.... ..~. _.. _ _--...._._ ._ 810.00 , 810.00 ~ 10,900.00 2S2 l1NSO11 CIRCLE L ORLEANS ST. CUL DE SAC 94 RM 12.58 1250 268 IILLARD ST S. 1. IILLARD ST, I. PINE SL 9d RM 400.00 400.00 ~ b,000.00 292 IALNUT ST. E _._ SO. SECOND ST. BROADIAY ST. _ 94 _ RM _ .. .381.50. __ ..._ 381.50 ~ 6,500.00 2951ALNUT ST 1. SD. FIETH ST. S0. FOURTH ST. 94 RM 900.00 900,@0 ~ 6,500.@0 310 GREELEY STREET MULBERRY ST. LINDEN ST. 9d RM 2,b00.00 ~ : 3,50@.00 2,600.00 ~ b,0d0.00 3121ILLIAM SL _ LINDEN SL MULBERRY ST, . .. 94_. _ RM . . ..... ...., . _ , ,. :.. . _ ..__..__.240,09 . _.. 240.00 ~ 5,880.00 311 HA2EL STREET LAKESIDE DR.(1) TII 9SlMAIN SL 9d RM 195.00 195.00 ~ 3,520.00 3371OODftIDCE LANE 111GHIINGALE BLV NORTNLAN- AUE. 94 RM 1,244,44 2,480.00 3,124.44 ~ . _ __ _ -_._ __ • STILLWATER, MINNCSUTA 12111191 PAVGYENT MAIIAGGYENf' MEU. CRACK . _.. _ EJ90,0801MILE W1TH NEW CURB flEPLACING BIT., LIMESTONE, . ..._ _ _ E2.S01LF . _ . _ + CURB COSTS, SUV OF ALL ~ LARGE CRAC 52.5915E TRENCH SETTL S41S,0991YILE SUY OF ALL REPAIRS ~ 50,491SY ESA9ILF .ALLIGATOR 310,001LF SS,001LF 51,0915E 51,091SF SIDEWALK + SIDEWALK .REPAIRS +E0,6SISY ~ 510,@01LF SHEEP SEhLCOAT CRACK FILL PATG}IING CURB CURD TFJ;NCN SIDEWALK PARTIAL TOTAL ROUT[}IE ~ NEW PARTIAL TOTAL AO SE6YENT FROM _ .... ._ .. TO _ .. _.._~... SCORE _ RECUMM, .. COSf ___ .:_ COST .COST _.___ __.._._._ _ . RCPLACE SETTLEYEN SETTLEMEN ._ ...__.. _.._ COSTS RECONSTRUCT RECONSTRUCT MAINT, OVERLAY ( CURB RECONSTRUCT RECONSTRUCT ..~. _......~.:~::~ ~ ... .....~.....~.._.__...~.~.....~ .. ............. .........~.....~.. .....2 ~~_T...I ~~. ...~ ........ ......~.~ ~...~._ ..~_...~....._.__.._...~..~.....~ _ _ ....~ .~.. . .~....~.... ...~....»... _.....~.....~....___. ...~........~.. ~I ._....._... ~ ............_.__....~.~....~..__..._..~.. 358 OAK ST W. SU, GROVE ST, SO,SIIERBURNE ST 94 RM 1,096.61 ' 815.00 100,00 600,00 809,90 d,011,b1 ~ 313 GREELEY ST S. W, CHURCHILL ST OLIVE ST 9d, Rll 3,549,33 4,130,99 _ 3,300,90 8,219,J3 ~ - 382 WATER STREET MULBERRY SL MYRTLE ST. 94 Rll 1,32L11 1,121,50 900,00 3,348,fi1 ~ 14,500,00 ...421 Ll}1DGN STREET OWENS SL EVERETT ST, 94 RY 2,160,00 150,00 ' 2,310,00 ~ 19,800.90 dl3 LINDEN STREET DEAD END FOURTH ST, 94 RM 520,09 529,00 ~ 5,300,!0 _ 424lINDEN STREET FOURTH SL~ THIflD ST, 94 RY - . _ .-18009 188.00 ~ 425 LIIJDEN STREET THIRD ST, SECOND ST, 94 RM 490,00 498,00 ( 6,260,01 2S WILLIAM ST HICKORY ST, ELY ST, TO WEST 96 RY _ 406,00 ,;..150,99 _.. - _ 10,90 1,228.90 ~ 6,12000 _ _ 41 HARRIET STREET MULBERRY ST, LINDEN SL 96 RM 386,61 158,00 1,176.b1 ~ 5,800,N 30 k]VERVIEW DRIVE FIRST ST, : CUL-OG-SAC 96 RY 159,00 200,09 950.00 ~ 11,343.81 326 SUNRISE AVE, NOR111LAND AVE, CROIKWODD BLVD, 96 RM .3,20111 3,04000 1,15000 ~ _ ....1,391,11 ~ _ _ J3l MARINE COURT MARINE CIRCLE CUL DE SAC 96 RY 281,42 240,00 321,42 ~ 3JS CROIKWOOD PL NIGHTINGALE BLV CUL DE SAC 96 RM ' J01,64 ~ 320,00 62L6d ~ 346 SKYVIEW COURT HILLSIDE LN, CUGDE SAC 96 RM 429,b4 640,00 _.. , ~ 1,069.64 ~ 381 WATER STREET CHESTIJUT SL _ _. 139'N,OF CHESTN 9fi RY 10122 115,00 311,22 ~ 381 MYRTLE STREET l00'W, OF LEVEE WATER ST, 96 ftY 133,33 15,00 298,33 ~ 2,900,00 399 MYRTLE STREET HWY, 9S TIfIRD ST. 96 RM ._. ~.... 1,600,08 .._ . _..... 1,600.00 ~ _ _ 396 MULBERRY STREET 1N1RD ST, _. _. SECOND ST, 96 ~ _ .. RM 360,53 _.... . 600.00 209,90 1,160,57 ~ 6,160.00 398 MULBERRY STREET SECUA'D SL HWY. 95 9b RM 438.13 °310,90 150,00. 1,498,13 ~ 6,360,09 399 MULBERRY STREET HWY, 9S _ ; ifATER,ST, ...:'.. . 96 ': RY , 304,09 ,::.180,90 ._... . . _... 484,90 ~ 3,800,99.. _ 3l EVERETT STREET" MULBERRY ST. MYRTLE SL 91 RM 1,424,09 2,160,00 3,250,09 3,584.09 ~ 11,890,00 125 MULBERRY ST W; N, OWENS ST. DEAD END 91 RY T86,13 186,13 ~ 90,120,09 339 SUNRISE COURT SUNRISE AVE, . CUL DE SAC 91 RY 358,53 _ ,.,.,490 09 _.. _ _ _.. _ 158,33 ~ _ _ - 3l EVERETT STRCET LAUREL,230' S0, MULBERRY ST. 98 RM 1,223,11 2,220,00 2,625,00 3,44511 ~ 14,900.00 63 HEIFOHT COURT OAK GLEN TflAIL ' YUSKUSICK RD 98 RM 125,00 125,00 ~ lld WILLIAM ST MYRTLE ST, _ ; : OLIVE ST, ,. _ .. 98_ :.. RY _ 1,129,00 1,120,00 ~ . . 341 KNOLL9~JD COURT H]DDEN VALLEY C CUL DE SAC 98 RM 216,31 1,290,00 1,416,31 ~ 5,350,35 J4S GREEN VEADOW CT HILLSIDE LN, ° CUCDE SAC 98 RY 491,29 400,99. B0L28 ~ 314 WILLIAM STS. W, OLIVE ST, W, OAK ST, 98 RM 630,00 : 630.00 ~ 393 THIRD STREET ' MYRTLE ST, ~_~ CHESTNUT ST,.~.- ~. 98 __ . RY __ -311,18 ......425 00 ._ ....._.;_ .. _ ._ ... -- _ . 802,18 ~ 395 SECUIID Si FINE ST, NELSOIJ ST. 98 RY b04,36 115,09 1,319,36 ~ 10,460,00 433 WILKINS STREET FIRST STREET E. ' BROADWAY 98 RM 352,90 352,00 ~ 6,600,00 STILLWdTER, YIIJNGSOTA 12111191 8801Y1LE 3398 WITH 11EW CURB RGPLACIJlG B[T., LIMESTONE, PAVEYEIIT pANAGEMEIIT _ _. _ _ _ _ MED. CRACK ._ 32S01LF __.._ ._ .. , _ +CURB COSTS, SUY OF IILL ~ LARGE CRdC S2.S81SF TRENCH SETTL 341S,B001YlLE SUY OF ALL RGPAIRS ~ 50,40(SY 33,001LF ALLIGdTOR 510.0@1LF SS~001LF S1,0BlSF S1.B01SF S[DEWdLK + SIDEWALK fiEPAIRS +58.631SY ~ 510.@81LF SEALCOAT CRACK F[LL PATCHING CURB CUfl6 TREIICN SIDEWALK PARTIAL TOTAL ROUTINE ~ NGW PARTIAL ' TOIAL SHEET SEGMENt FROY TO SCORE RECUYM. COST COST. COST ' REPLdCE SETTLEYEN SETTLEYEN COSTS RECONSTRUCT RECONSTRUCT MAINT OVERLAY ~ CURB- RECONSTRUCT RECONSTRUCT IIO. . :N~~ ~ 12,000.80 441 STILLWATER ST. FOURTH ST. SECOIJO ST. 98 RY 00 250 3 2,400,00. ~ 24 WILLIdM ST MAPLE ST. _ HICKORY ST. ' 99 _ „RY ... ...688.00 1,120.00 . , 150 00 3 288,00 ~ 3,600,0@ 30 EVERETT STREET LAUREL STREET SO. LAUREL,180 99 RY 288,00 . , ~ 180 80 b,T8O.B8 Sl DRUdDWAY ST. N.' W[LKINS, E. GNII 99 RY 180.8@ ` . . 2l@ 64 ~ 11 JOHNSON DRIVE . JOHNSON CT. NO. CUL DE SAC . _ 99 _ RY ~ 210.84 ~ _.. _ ~- ~--- , _-._ _ _ _. _.. _. - . 28 ~ 369 12,180.00 l1S HICKORY ST W. N.OWENS ST. DEAD EJI6 99 ~flY 36918 . 496.98 ~ 1 :236 LAKE DRIVE W[LLARD ST. DCAD END 99 flY 396,98 1,1@0,08 , b1 ~ 582 3,300.00 364 FIFTH ST. S. W. OLIVE ST. _ lbS'S.OF OLIVE. _ 99 ' .; _RM ... _ 211.b1 _...:.240.88 .... .. _ . @86.13 ~ 3 319 WATER STREET CHESTNUT ST. 1lELSON 5T. 99 RY l,Bll.13 1,99SA@ , BS3.0O ~ 1 392 THIRD STREET MULBERRY ST. MYRTLE ST. 99 RY 1,080,00 1fi3,O0 , ( 6,580.00 449 STILLWATER ST. . .. F[ftST ST. DROdOWAY 99 RY 008 00 21 ~ 2,362.50 ~ ...::14,20@.BB 1S FIFTH ST. MAPLE ST. CHERRY ST. 188 RY 2,162.5@ , , 08 225 1 19S.8B ` ~ 1,108.8@ 31 EVERETT STREET LAUREL,180' S0. LAUREL,2SB' S0. 180 RY 9S.@B . , 00 ~ 1SB x,908.00 34 EVERETT STREET MYRTLE STREET ...DEAD ENO 18B .: RM 8.08 _ .. :.. . . ~ 14,900.00 52 BROADWAY ST. N. WILKIN ST. ST. CROII( AVE. .100 RY 942 50 ~ 61 SWENSON STREET. OdK GLEN TRAIL OdK GLE1J DRIVE 1B@ RY 942,50 . ~ 16 OAK GLEN CIRCLE OAK GLEN TRAIL CUL DE SAC 108 RY 83 WALNUT CREEK DR MidL dVE. CUL DE SAC l0O RM 91 BAYBERRY AVE. YdRYKNOLL LANE [1JT. WAY 180 RY ~ 90 BAYBERRY AV.CIR BAYBERRY dVE. ., 108 flY . _;. ..:. _ 99 OJT. WAY CT. INT. WAY CUL DE SAC 100 RY S0 S01 ~ 1@3 SYCAMORE ST W. STONEBRIDG TR.N OWENS ST. 108 RY S@1.50 . ~ 110 FISHER CIRCLE AMUIRISON DR.' CUC OE SAC _. 100 _ RY ... .: __ ... __ _ .. _ . _ _ l1fi FINEHURST lA1lE _. CROIRWOOD BLVD. CUL DE SAC 100 RY 058.00 - 6 ~ 111 PIIJE ST W. CO. RD. S PINE TREE TRAIL 1@0 RY .6,058.80 , ~ IB2 PINE ST W. S. HOLCOYBE ST. , S. THIRD ST._ l00 .. _ RY ... ... ' . _.. 3,S08 B0 2,565.00 ~ 208 S[flTH AVE S. DURLlIJGTON ST. ' CHURCHILL ST. 100 RY 2,565.00 . . S00.B0 3 ~ 211 WASHINGTON S, TOWER DfG W. ' 'CURVE CREST W. ' 1@0 RM 3,508.80 , 46250 1 ~ 2l6 WASIIINGTUN S. CURVE CREST W. ~ W.-0RLEANS ST. 1B0 _ .. RY . . _ 1,462.50 _ . _ ... , 140,00 1 ~ 231 ORLEAIlS ST W. EVERETT ST. S. llhRRIET SL 108 RY 1,140,00 , 435 00 ~ 23S WGST STREET PIIIE ST. _ WILLARD 10@ RY 43500 , 00 133 ~ 3,48@.00 l4B HEMLOCK ST S. W. FIVE ST. ; DCdO EIID 100 RM 13S.tl0 , STILLWATER, VINNESOTA -,m ._..~_r_, ,r 12111191 ,,_.~-.,... _,,._ ___ _ PAVEVEIIT VAIIAGEVENT VGD. CRACK . _ _. i]90,000lkILE WITH NEW CURB REPLACING BIT,, LIVESTONF, i2.S01LF + CURB COSTS, SUV OF ALL ~ LARGE CRAG i2.S01SF - TRENCII SETTL S41S,000lkILE SUV OF ALL REPAIRS ~ - _ , .50,40lSY S5A01LF -------- .-.....-- ALLIGATOR i10,001LF ---_._.:_ _---- _ _ SS,001LF S1,001SF 51,001SF ~. Y .SIDEWALK + SIDEWALK . . . REPAIRS +50.631SY ~ 510,00lLF . .... SHEET. SEALCOAT CRACK FILL - PATCHING 'CURB ... .._-------. _.... . CURB TRENCH SIDEWALK . ... .....-------------- PARTIAL TOTAL -.....------- ROUTINE -- _.-------~ ~ ..._..__.. ._.. -------- .... 116W PARTIAL TOTAL )A), SEGVENT FROk TO SCORE RECOVk, COST COST COST fiEPLACE SETTLEVEN SETTLEVEN COSTS RECONSTRUCT RECONSTRUCT VAINT, OVERLAY ~ CURB RECONSTRUCT RECONSTRUCT 241 GROVE ST S, PINE ST. ` DEAD END 100 RV 1J3,00 1]5,00. ~ 2,400,00 243 CENTER ST, S. _ _ W, W[LIARD . ; ._,. PINE SL 100 , „_ RV _ 220,00 _ 220,00 ~ X680,00 249 ADBOTT ST W, C,R,66 S, UWENS ST, 100 RV SS0,00 SS0,00 ~ T,200.00 Z50 DRLEANS ST W, C,R66 S36` WEST 100 RV 29@,00 290,00 ~ 21S CHURCI[LL ST, ' NOLCOVNE ST, - S0, S1XTH AVE. _ 100 Rk ~_ - _ - 115,00 ~ 2TS,1 CHURCHILL ST, ~ GREELY SL HOLCUVBE ST. 100 gp __ _._ 309 GREELEY STREET OLIVE ST, VYRTLE ST, 100 Rk 1,100,00 1,225,00 ' - : 1,100,00 ~ 316 HA7EL STREET : .: LAKESIDE DRdE) . , LAKESIDE ~RdWI _ _ , 100 _ _ RV . . .........:..323,00 . .. __._ ~ ~ ~ 4 _ 325.00 ~ 3l3 SCHULENDERG ALY ' HAtEL ST, ADLER ST, 100 Rk 240,00 240,00 ~ 6,160,00 319 ADLER STREET TH 4NVAlN ST, LAKE ST, 100 RV 650,08 630,00 ~ 6,900,00 3T5 WILLIAV STS. _ _ - W, OAK ST, - ~ W, PI11E ST - --- _ ]00 ' RV _- " __ ..600,00 _ _ __.._ ~- - ~ 600,00 ~ 8,b00A0 389 kYRTLE STREET ' WATER ST, ?- HWY, 93 . 100 Rk 110,00 --_.. _. y - - .. _._ _ _ _.. 110,00 ~ d04 RAVSEY ST W, OWENS ST, GREELEY ST, 100 RV X 510,00 510,00 ~ 5 440 00 411 VYRTLE STREET FIFTH ST,IWEST) THIRD ST, ~ - 100 Rk 165,00 3,024,00 165,00 j , , 416 NORTH STREEt 1[LLIAV ST. EVERETT ST, 100 RV ~ 5,540,00 dl1 ALf.EY-N,STAVYRT EVERETT SL W]LLIAV ST, IB0 RV ~ 4,440,00 4SS 6lST ST, CO, RD, 66 CUL-DE-SAC 100 RV ~ 4Sb TUEIICE DR ~, NWY 36 FIION 61ST ST' _ 100 RV _ .:.... _ ._ _ .. _ ;. __ _. 124,249,28 SS19,382,90_ j22,025,00.5281,280,00 ,_ 59,893,00 :520,183,00 5611,908,00 - 53,349,3SS,05 32,128,14fi,40 .5328,585,10: S1,9S1,100,SS ~ j2,283,002,48 ifi,033,813,05:. 52,128,146,40 GAB Business Services Inc 9531 West 78th Street Suite 320 Eden Prairie Minnesota 55344 Telephone 612-942-9818 FAX 612-943-2383 • 'Claims Control Branch April 21, 1992 .Linda Hinz John's Bar 302 South Main Street Stillwater, Minnesota.55082 GAB FILE NO: 56509-01699._,,,,.. TRUST MEMBER: City of Stillwater ~~~8 CLAIMANT: Hinz/John's Bar DATE OF LOSS: 7-10-91 - CMD: 7-25-91 Dear Ms. Hinz: 4 I'm writing regarding our phone conversation of April 17,' ` claim. 1992. where we..haddiscussed the status of :.your After reviewing your claim, file, it is clear to me that your ..claim .:lies with the individual. contractors. Per our ~ discussion, it appears that the -insurance companies of each of the individual contractors are investigating your . claim. Therefore, as I-see no liability on the part of ur buildin t g, o yo the City of Stillwater fora your damages and it appears that the contractor's -insurance companies .are looking into your claims, I see no reason to keep my time I am t` this :. file open any longer. Therefore, a closing my :file. However, if something comes about which you would like to .discuss .with me, please feel free to -call me. Sincerely, Julie Lassonde, Adjuster JL/kgt cc : =Mr . Nile 3~r=i se7; cc : McGarry-Kearney Agency City of Stillwater 243 South Main Street. 216 North-Fourth Street Stillwater, MN 55082.' Stillwater,. MN 55082 99 D~ 1 t_ (~~ ... "Where quality really matters." ~ ~' Pe - r -i 1 as ociation of metropolitan municipalities April 23, 1992 BULLETIN TO: AMM City. Officials FROM: Roger Peterson, Legislative Affairs Director RE: 1992 Omnibus Tax Bill - Projected Aid Cuts LEVY LIMITS REPEALED - TRUST FUND PROTECTED 1. NO LEVY LIMITS: For the first time in over two decades there are no general levy limits for cities or .counties. Not only are the restrictive Chapter 275.50 levy limits gone but so are the older per capita and general rate limits that mainly impacted smaller cities. • LEVY REPORTING: Cities over 2,500 population, Towns over 5,000, and Counties must report their annual levy no later than January 30 of the effective year or face an LGA or CSSA reduction of 5~. Items that must be reported are: debt .levy, social service levy, library levy, and all other levy. 2. PRESIDENTIAL PRIMARY REIMBURSED: The legislature allocated $2.5 million (2.2 for cities, .3 for counties) from the General Fund not local government trust fund to reimburse local. government for costs related to the April 7 Presidential Primary. Although the total amount is small, it represents a moral victory for cities since in the erig~nal tax bills, .the House reimbursement reduced LGA out of the trust fund and the Senate made no reimbursement at all. 3. SALES TAX ON NON SCHOOL IACAL GOVERNMENT: All local units of government including special districts but excluding schools will have to pay the 6.5$ sales tax starting June i, 1992 on purchases of materials and goods that are subject to sales. tax paid by individuals. Purchases made by local government operated hospitals, nursing homes, and library service material are exempt. This tax raises $68 million and replaces the original -1- ~2 P4 ~~~ ~r • ~~~. 183 university avenue east, st. paul, minnesota 55101 (612) 227-4008 ~• Governor's proposal to cut $66 million of LGA from the 1992 aid distributions. Although bad public policy, it is fairer in that all non school local units participate rather than only some cities. Since the state's year is from July thru June of 1993 the cost to cities is cut in half for 1992 and spread between general fund and special funds.. With no levy limits in 1993, the future sales tax cost may be~recovered through increased levy at the local units discretion. MVET: Sales tax on vehicles was not changed. Public safety vehicles remain exempt of MVET. No new sales tax is imposed on other public vehicles currently paying MVET. 4. 1992 LGA and HACA: Imposition of the sales tax on local government replaced a raid on the Local Government Trust Fund distribution for cities fiscal year 1992. However, the last formal revenues forecast by the state projected a sales tax shortfall of $6.7 million from the 19.92 distribution. Based on the original intent that cities would gain or lose per sales tax revenue, there is a projected $6.7 million LGA/RAGA cut for the December payment. The next official forecast is in November. If sales tax continues to come in above current forecast, there might be no December cut. Of course, it could go the other way: and create a larger cut.. PROJECTED $6.7M SHORTFALL: Attached is a list of AMM cities • estimated December aid cuts. Because of a drafting irregularity the base used is 1991 instead of 1992. The total city cut is $3.3 million of which $2.0 million is metro. This run supersedes earlier AMM runs dated 4/15. It reflects slightly higher cuts. 5. LOCAL GOVERNMENT TRUST FUND - NOW AND THE FUTURE: The LGTF integrity was basically maintained for 1992 and the next biennium understanding that some adjustment had to be made in the amount remaining for 1993/94 LGA because of the disagreement between the governor and legislature at the end of the last session. The LGTF revenue is increased by 2 cents of the 6.5 cent sales tax on local government. All of the non property tax relief. programs such as interest and income maintenance are removed while several property. tax relief programs such as homeowners (circuit breaker) relief and Mobile Home HACA, etc. are inserted. The .spending is thusly adjusted so .that the final LGA increase for 1993 is 3$ with no forecasted increase for 1994 HACA buy downs for high valued home and C/Irate reduction as well as normal growth was protected. LGA, Equalization Aid and Disparity Reduction Aid was protected and provided some growth. Unlike the administration proposal whereby new or excess growth returned to .the general fund, this bill provides that growth be -2- allocated to increasing LGA, equalization aid, CSSA, and corrections aid. The Trust Fund Integrity was maintained, barely. The future is shaky at best, but the LGTF framework does provide a powerful disincentive for cutting. 6. FINANCIAL REPORTING STIIDY. Nearly $3.0 million over the next three years was allocated to deve-lopment of a new local government financial reporting system. The legislature wants more comparable data and computer access to data on a timely basis. 7. TAX INCREI~NT FINANCING. No new general TIF provisions were adopted. TIF for pollution abatement was provided for two specific projects, one in St. Louis Park and one in St. Paul. 8. TRUTH IN TAXATION CHANGES: The name has been changed to `Proposed and Final Tax Notice'. A number of dates change. Aid certification by the state changes from October 1 to September 1. The proposed levy must be certified to the County Auditor by September 15 instead of September 1. Overlapping jurisdiction certification changes from September 5 to September 20. Notice date changes from November 10 to between the 10th. and the 24th. All counties now must send parcel specific notices to each. property and clearly show the market value and whether the property is homestead or not. • Publication notices are changed to'eliminate the need to specify a continuation hearing and deletes the quarter page requirement.. The advertisement will merely be a hearing notice including date, time, place, etc. Counties must hold their hearing the first Tuesday of December. Schools and Cities are allowed to set their own date between November 29 and December 20. DISTRIBUTION NOTICE: This Bulletin has been sent to mayors, managers/administrators and legislative contacts only. Please distribute it to mayors, city council members and others as you deem appropriate. • -3- fifififi'F'F /~JAVl:lA11V1V VC 1`7~lILV1'VLIIHIV l`7UIVll.lt'AL111L'J ESTIMATED 1992 AID REDUCTIONS UNDER THE CONFERENCE COMMITTEE COMPROMISE Assuming a $6.7 million cut spread against the aids of cities, counties, and special taxing districts. ` Est. 1992 Revenue Aid Cut as % of Cut as % of Total Aid Base Cut Total Aid Rev. Base - ------------- NOKA ---------- 1684297 ----------- 3977924 -------- 11990 ------------- 0.7% ------------ 0.3% APPLE VALLEY 2538728 8508514 26162 1.0% 0.3% aRDEN HILLS 28230 1529678 4664 16.5% 0.3% 1tAYPORT 152636 986123 2683 1.8% 0.3% 1~I,AINE 2552701 6591757 18875 0.7% 0.3% ISLOOMINGTON 2942579 24143612 71285 2.4% 0.3% F3ROOKLYN CENTER 2837420 7774391 23102 0.8% 0.3% ISROOKLYN PARK 3942646 11618189 35547 0.9% 0.3% TSURNSVILLE 2922211 12266315 37787 1.3% 0.3X CIiAMPLIN 1233866 3086190 9436 0.8% 0.3% CHANHASSEN ?75674 3240900 9531 1.2% 0.3% CHASKA 514809 1472042 4634 0.9% 0.3% CIRCLE PINES 430827 908838 2833 0.7% 0.3% COLUMBIA HEIGHTS 2820169 5232083 15925 0.6% 0.3% COON RAPIDS 4355665 9519865 28905 0.?% 0.3% COTTAGE GROVE 2139636 5649455 16849. 0.8% 0.3% CRYSTAL 2668736 5713512 17112 0.6% 0.3% DAYTON 198624 75.1.0.97 2252 1.1% 0.3% DF,EPHAVEN 128137 950272 2899 2.3% 0.3% rAGAN 1320473 10401369 31033 2.4% 0.3% rDEN PRAIRIE 81062 12887800 38745 47.8% 0.3% EDINA 274437 10456761 31672 11.5% 0.3% F'.ALCON HEIGHTS 321099 810184 2471 0.8% 0.3% FRIDLEY 2442641 6230425 19762 0.8% 0.3% GOLDEN VALLEY 1553607 7224974 22218 1.4% 0.3% HASTINGS 2036816 4725575 14497 0.7% 0.3% HOPKINS 1594556 5421779 16757 1.1% 0.3% INVER GROVE HEIGHTS 1193261 5073803 14985 1.3% 0.3% T.AUDERDALE 102916 443638 1353 1.3% 0.3% MAHTOMEDI 364389 1273663 3696 1.0% 0.3% MAPLE GROVE 1941496 8288562 24201 1.2% 0.3% DiAPLEW00D 2041467 7820273 24104 1.2% 0.3% DiENDOTA HEIGHTS 303073 2509328 7220 2.4% 0.3% MINNEAPOLIS ~MINNETONKA ~ .85872388 1518688 182774398 13094988 566904 40169 0.7% 2.6% 0.3% 0.3% AiOUND ?11890 1971477 6029 0.8% 0.3% MOUNDS VIEW 891513 2158409 6278 0.7% 0.3% NEW BRIGHTON 1397886 3776640 11234 0.8% 0.3% NEW HOPE 1778929 5255716 15371 0.9% 0.3% NORTA ST PAUL 894929 1831275 5512 0.6% 0.3% OAKDALE 1401699 3782461 10741 0.8% 0.3% ORONO 94423 1961381 5227 5.5% 0.3% OSSEO 177271 502497 1510 0.9% 0.3% PLYMOUTH 1413712 10240735 30413 2.2% 0.3% PRIOR LAKE 765679 2830859 8343 1.1% 0.3% RICHFIELD 4771615 9864139 30077 0.6% 0.3% ROBBINSDALE 2302600 3950992 12051 0.5% 0.3% ROSEMOUNT 818614 3035.972 8856 1.1% 0.3% ROSEVILLE 1604197 6939544 21015 1.3% 0.3% SAINT ANTHONY 425944 1726000 5397 1.3% 0.3% SAINT FRANCIS 107958 507136 1547 1.4% 0.3% SAINT LOUIS PARK 4450676 12574684 40180 0.9% 0.3% SAINT PAUL 56673970 122415018 379777 0.?X 0.3% SAINT PAUL PARK 611583 1097478 3397 - 0.6X 0.3% SAVAGE 485420 2331452 6756 1.4% 0.3% SHAKOPEE 516254' 2757938 8244 1.6% 0.3% SHOREVIEW 846141 4272892 13042 1.5% 0.3X SHOREWOOD 267008 1864577 5664 2.1% 0.3% SOUTH ST PAUL 335680? 6327919 19511 0.6% 0.3% SPRING PARK 86214 531521 1522 1.8% 0.3% __ .STI.T.I.WATER 1F.0~~4.8 422?28~ -~1 X250 Q~~~ 0. 3 WAYZATA 154012 1597700 - 4868 3.2% .3X WEST ST PAUL 1947531 4945873 15214 0.8X 0.3% WHITE BEAR LAKE 1505608 3901593 12066 0.8% 0.3% WOODBURY 1076501 4891432 14953 1.4% 0.3X WOODLAND 12422 143349. 414 3.3X 0.3X Association of Metropolitan Municipalities 4/20/92 -- Van Wychen APR 2~ '9E 11 11 OAK PARK HEIGHTS AGENDA CITY OF C?AK PARK HE~GH'PS MONDAY', APRIL 27, 1992 --- x.15 P.M. 6:15 P.1K., AGENDA I . Staff Re~aorts M.. 6'.3Q P.M. ~iGRNDA ~. BQard o~ Review • 7:00 P.~i, AGENDA I. Ca11 t© Order Yz, Public Rearing Continued 'Amdahl Variance ~~~. Visitors ~"V'. Departmental Repoxts Carufel - Administrat~.an Vern ~ Streets Seggelke ~ Parks Doerr - Utilities O'Neal ~ Folfce Bridge Update Cable Update Water Nlanagemer2t Update V. Old Business 1992 WaterlSew'ex Rate Review Wal-Mart Utility/Street 8~.ds Americans with Disabilities Audit ~iertman Request Bayport Fire Department Request US 'West Request Meter Reader Portable SYgns VZ. Ne~ta' Bus~.ness .Blacktop Quotes Resurface Tennis Courts Quotes Northbrook Overlay P.1~2 Post-!i'M band fax ttansmitta~ memo ~67i x of pages - To R~'om y Co. ~ o. Oept. ~ Pho e Fax # ~ ~ ~ ~ 1 f~ Fax # ~ _ ` APR t~ '9~ 11 11 OAK PARK HEIGHTS P.2f2 ~'II. Cprrespondence Presented League of MN Cities - .~ 4 rielta pental Barr Engineering ~lvanced Environmental Products Cit~+' Engineer Goodwrill Industries State of MN - Insurance Press Publ.i~ations 5ohool Distract Summer Programs 'Washington County Puh~.ic Heath Department .Business Records Corporation ** Apri1 29 1992 - ~ 7:00 P~M. - ~n~'pr~sshop 58th Streets & Capital Improvement ]?rQgram ' -- ~'~'~ ~~t 1 ~ RZ b ~ 6 ,~t~~? y `yy,~,, sro ~ ~ ~'~~,2~?c~i~, ~Q~~ ~ 9~~i S 3~~0 ~- ~ax ~a~, }'~Iu~Qc~w, ~Pn-~ L~wu.? ,~ ~ti,~' ~"`~`.~ ~ ~ o~ GUS ~, u.~ a ~k' ~e~ ease ~ ,~.~.Q 29, l9 qti MN/DOT TP-02134-03 (5/88) ST,/aTE CaF MINNESOTA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL AGREEMENT No. ~ Supp. to Contract No. Sheet ~` of ~_ tractor. Federal Project: State Project No.: S.P. 214-106. Johnson Brothers Cor S.P. 8210-88 Address: Location: - - S.A.P. 169-104-06 P.O. Box 1002 Stillwater, MN Litchfield MN 55355-1002 Pro. No. F.Y. Account I.D. Dept./Div. Sequence No. Suffix Object Vendor Type Amount 01 V Purchase Terms Asset No. C.CD.1 C.CD.2 C.CD.3 C.CD.4 C.CD.S OOONET TYPE OF A40 ( ) A41 ( ) Dated Number .Entered by TRANSACTION: A44 ( ) A45 ( ) A46 ( ) Dated Number Entered by This contract is amended as follows: WHEREAS: The City requested television inspection of an existing storm sewer system on Myrtle Street between 5th Street and 6th Street, and, the Contractor can provide this service while his pipe television crews are in town; THEREFORE: It is agreed that the following lump sum price shall apply:. Televise existing s.tormsewer on Myrtle Street between • 5th and 6th Streets for the lump sum of $500.00 Funding Source City Storm Sewer Fund WHEREAS: Upon removal of the existing rock wall on T.H. 95 between centerline station 38+94 and centerline station 40+90, bed rock was discovered behind and adjacent to the existing rock wall containing weeping springs and also, to provide a stable conditionfor the restructured wall, redesign was necessary thereby changing the type of geotextiles orginally specified; THEREFORE: It is agreed that the following unit prices shall apply and be payment in full for all necessary materials, labor, and equipment: APPROVED: APPROVED: Original Contract Dated Commissioner of Commisisoner of Dated ~ z7 L ~~ E ~,! -~r' - Administration fay Finance By Approved as to form Project gineet ~/~/~1K~-fi+t. '`- Dated "~" ~" ~~ b Contractor and execution Dated Dated Dated District Engineer Assistant Attorney General Dated Agency Head Original to State Auditor -Copy to Agency MN/DOT TP-02134-03 (5/88) STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL AGREEMENT No. ~_ Supp. to Contract No Sheet 2 of 2 Contractor: Federal Project: State Project No.: Address: Location: r s i Pro. No. F.Y. Account I.D. Dept./Div. I Sequence No. Suffix Object Vendor Type Amount 01 V Purchase Terms Assei No. C.CD.1 C.CD.2 C.CD.3 C.CD.4 C.CD.5 OOONET TYPE OF A40 ( ) A41 ( ) Dated Number Entered by TRANSACTION: A44 ( ) A45 ( ) A46 ( ) Dated Number Entered by This contract is amended as follows: ITEM FUNDING UNIT ESTIMATED ESTIMATED ITEM NAME SOURCE PRICE QUANTITY COST 2105.609 Erosion Control Mat-Tensar TM 3000 100% State 12.50/s.y. 1100 s.y. $13,750.00 2105.610 .Drain Board on Bedrock-Mira Drain 5000 100% State 1.75/s.f. 6300 s.f. 11,025.0( 2105.609 Miragrid lOT for Geogrid replacing Miragrid 5T 100% State 2.30/s.y. 653 s.y. 1,501.90 2105..609 Miragrid lOT fa'r Geogrid-additional amount required 100% State 8.00/s.y. 647 s.y. 5,176.00 TOTAL CHANGE IN CONTRACT AMOUNT THIS S.A. N0. 8 $31,952.90 Base Bid: _$4,579,818.50 Previous Changes: $624,602.98 S.A. #8 $5,204,421.48 APPROVED: APPROVED: Original Contract ated Commissioner of Commisisoner of Mayor A Dated dministration Finance Project ngmeer • /~ ~ ~~ d 4'~.~.2'~jt .!24'~~i~-fiJ~ Dat Approved as to form e By By Contractor I and execution Dated Dated Dated District Engineer Assistant Attorney General Dated Agency Head Original to State Auditor -Copy to Agency - ~ Short-Elliott-Hendrickson, Inc. Consulting Engineers, Architects and Planners St. Paul, Minnesota -Chippewa Falls, Wisconsin St. Cloud, Minnesota -Madison, Wisconsin • roe 3ri~ ~ cv/-t7a'iy ,D Tyw,y 1''/hP ~~2ZS SHEET NO. / OF CALCULATED BY ~ </ ~ DATE 3 ' ~'~~~ Z---- CHECKED BY DATE SCALE Q _ a a ~. p ~ ~~_ ~~ ~,~ ~,, ~~ ~ ~` a ~ tJ e.~ N ~~ ~- .~ ~~~ _ _ o ~_ ~...~ ~ +, ~ ~ ~ U ~ ~.~ u '~ h J V +'q ~ __ o _ ~ ~_ 8 ~~~ __ ___ p' _ ~ m ~ ~ ~ ~ ~? °° ° ~ ~ ~ ~ ~ ~ I ~ ~ ~ j<' ~, W _d @ _~ W v ~ ~'; ~ ~~ ~~ ~ k ,__ _ ~_. ~ ~. ., __ \ ,. ~. .: ~ _~ ~ ~ ~ ~•. ~ ~ .._ .~ M \ ~ ~ ~ V a ~ ~ , v ~ ~ ~~ ~ V 1y ~< 0 ~' ' J r~ ~~ 4 Mn/OOT TP-21840-02 (5/83) - Shest~_ °f ~..-.- • STATE DF MINNESOTA DEPARTMENT OF TRANSPORTATION _: , CH~INGE " ORDER ~` 13 Contractor JOHNSON BROTHERS CORP s.P.No. 8214-106 & 8210-88 P.O.`BOX 1002 S.A.P. _ Address L TCHFTFT, MN 5'53 5-1002 -~:-Na. 169=104-06 & 169-106-04 Job Location STILLWATER Contract No. In accordance with the terms of this Contract, you ore hereby authorized and instructed to perform the Work as altered by the following provisions: WHEREAS: Upon removal-of the existing rock wall on T.H. 95 between centerline station 38+94 and. centerline station 40+90, bedrock was discovered behind. and adjacent. to the existing rock .wall containing weeping springs and also, to provide astable condition for the restructured wall, redesign was necessary thereby changing the type of geotextiles originially specified; THEREFORE: The following estimated :quantities should be added or - deleted • >, ESTIMATED CHANGE IN COST t CHANGE IN CONTRACT. TIME ~ Z7 lZ _Issued by Due to this ehonye tho Controcr Time: Proiecr/Re ~den+/County Eng~r.eer Dote increased ( ) Working ( ) •o. is decreased ( ) by Calendar { ) days. Approved by b. is. not changed ( ).- ~ _ Asst. District Engineer Oote c. may be revised if the work - affec»d the controlling operonon ( ). _~!i,~il;ie!~~L__~1~;~"~G~~~~'JC/~ _ ~~~~7 Accepted by - - - `Convoctor's Author red ReDresentot~ve ~ Dote Accepted by Originalto Contractor Copy to Contr. Admin. Engr. -Salmon Mayor Of Stillwater Date Copy to Project Engineer- Pink ITEM N0. ITEM NAME UNIT QUANTITY CONTRACT UNIT PRICE AMOUNT 2105.501 Common Excavation (delete) C.Y. 340 6.00 2040.00 2105.501 Rock Excavation (add). C.Y.. 275 50.00 3750.00 2105.521 Granular Borrow (add) C.Y. 130 10.00 1300.00 2105.522 .,Select Granular"Borrow (add:) C.Y. 460 10.00 46.00.00 2105.525 Topsoil Borrow C.Y. 60 14.00 840.00 TOTAL s 18 4.50 00 LEAGUE OF MfNNESOTA CITIES LEGISLATIVE WRAPUP SESSIONS The League of Minnesota Cities will hold four legislative wrapup sessions on May 12, 13, 15, and 16, :1992, to discuss new laws enacted during the 1992 Legislative session. This year, the League is adding a Saturday session to encourage attendance by both elected and appointed officials. To register please return the registration form at the bottom to; 'LMC Finance- Department,' League of Minnesota Cities, 183 University Avenue East, St. Paul, MN 55101-2526. Please contact Lynda Woulfe at (612) 227-5600 if you have any questions. LMC LEGISLATIVE 11RAPIIP SESSIONS - REGISTRATION Registration fee is $25 per person advance; $35 on-site (includes lunch). Please make your check payable to the Leaque'of Minnesota Cities. Name Name Title Address City Phone ( ) I (we) will attend the session in: Mankato Bemidji May 12 ~- May 15 Minnetonka St. Cloud May 13 ~ May 16 Number attending Total enclosed Return to: LMC Finance .Department 183 University Avenue East St.-Paul, MN 55101-2526 PLEASE DISTRIBUTE TO YOUR COUNCILMEMBERS AND OTHER INTERESTED CITY OFFICIALS Title AGENDA 9:30 a.m. Registration 10:00 a.m: Noon General Government, Joe! Jamnik Environmental Personnel 8 Retlrerttent Noon-1:00 p.m. Lunch 1:00-2:15 p.m. Revenue and Taxation John Tomlinson, Sarah Hackett 2:]5-2:30 p.m. Break 2:30-2:45 p.m. Additional Revenue Issues John Tomlinson, Sarah Hackett 2:45-3:00 p.m. Transportation, Sarah Hackett 3:00-3:15 p.m. Elections ~ Ethics SITES Tuesday, May 12 Mankato Holiday Inn Downtown 201 Main .Wednesday, May 13 Minnetonka I2adisson .Hotel "12201 Ridgedale Drive Friday, May 15 Bemidji Holiday Inn Highway 2 West Saturday, May 16 St. Cloud Sunwood Inn Hwy. 23 dt 4th Ave. So. I~~I~ League of Minnesota Cities