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HomeMy WebLinkAbout02-11-1985 Council PacketMINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 1 ATTENDANCE 7:03 PM The Orono Council met on the above date with the following members present: Mayor Butler, Councilmembers Grabek, Frahm, Lynn Adams, and Tim Adams. City Attorney Radio was present. Zoning Administrator Mabusth, Assistant Zoning Administrator Gaffron, Public Wcrks Coordinator Gerhardson, and Recorder Sutton represented the City staff. City Engineer Cook arrived at8:05p.m. Planning Commission Representative Rovegno was also present. CONSENT AGENDA* Councilmember Tim Adams asked that items 12 and 20 be removed from the Consent Agenda* for discussion. Councilmember Lynn Adams asked that item 10 also be removed for discussion. Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the Consent Agenda*, subject to removing items 10, 12, and 20 from the Consent Agenda for discussion, with all staff reports concerning these items to be attached to an original copy of these minutes on file in the City Clerk's office. Motion, Ayes (5), Nays (0). APPROVAL OF MINUTES* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the minutes of the regular meeting of the Orono Council meeting held January 28, 1985. Motion, Ayes (5), Nays (0). LAKE MINNETONKA CONSERVATION DISTRICT REPORT There was no Lake Minnetonka Conservation District Report. PLANNING COMMISSION COMMENTS Planning Commission Representative Rovegno was present substituting for Planning Commission Representative Goetten. PUBLIC COMMENTS There were no comments from the public present. #881 RRUTZIG CUSTOM HOMES 1629 BOHN'S POINT RD VARIANCE RESOLUTION #1726* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve Resolution #1726, A Resolution Denying a Variance to permit additional hardcover. Motion, Ayes (5), Nays (0). MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 2 #886 RICHARD RAGATZ 1945 CONCORDIA STREET VARIANCE Richard Ragatz was present along with David Kirscht, designer of proposed deck. Assistant Zoning Administrator Gaffron explained that the Planninq Commission approved this application subject to Council's findings in the Krutzig application. Gaffron stated that the hardcover problem is then solved if the deck is not considered hardcover, but the problem is that the deck extends into the 0-75' setback area and decks are considered structures. Richard Ragatz explained that the houze was bui It in 1921 and therefore he didn't have much of E. choice on where to place the deck. Ragatz noted that placing the deck on the side of the property is not very acceptable to his neighbors in that the deck would be located directly outside the neighbors bedroom window. David Ki rscht showed the Counci 1 some slides of the property. Planning Commission Representative Roveqno noted that Ragatz did remove some hardcover within that lakeshore area. Rovegno noted that Planning Commission approved the Ragatz application contingent upon Council's positive findings on the Krutzig application. Rovegno stated that once the hardcover issue was solved, then the Planning Commission had to deal with the question of whether the deck structure within the 0-75' setback zone is considered a non -- encroachment as well. Councilmember Frahm stated that he was at the Planning Commission meeting where this application was reviewed. Prahn, noted that the main problem with decks is they were always considered hardcover and therefore the City never got into review of decks because hardcover was not allowed. Frahm noted that this deck does not block the view of any neighbors which was his next concern. Councilmember T. Adams noted that whatever action the Council takes tonight will set a precedent. Adams stated the City should consider drafting new setbacks for lakeshore if certain decks are not considered hardcover. Councilmember L. Adams asked for the average setback of surrounding homes in the area. Adams stated that it looked as if the homes were less than 75' from the lake. Assistant. Zoninq Administrator Gaffron stated that an average setback study was not done but that it. appeared there were homes both less than and more than 75' from the lake;hore in the area. MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 3 City Attorney Radio stated that the City's test for variances has to meet several tests. Radio stated that the question of whether the property can be put to a reasonable use without the approval of the variance works against the applicant in this case, in that the property can be used without the deck. Radio noted that the question of the plight of the land owner due to circumstances unique to his property not created by land owner works in favor of the applicant because of the position of the house and the year the home was built. Radio explained that the question whether approval of this variance would alter the neighborhood works in favor of the applicant in that it will not block any neighbors view of the lakeshore. Radio noted that economic considerations do not constitute approval of the variance alone. Mayor Butler moved, Councilmember L. Adams seconded, to approve the variance requ-st of Richard Ragatz and directP- staff to draft a resolution of approval noting the follcwir findings: 1. No view problem would be encountered. 2. The proposed deck only extends lakeward as far as the extension of the west line of the house to the south. 3. The location of an existing Box Elder tree and the house to the south are factors which limit the acceptable locations for the proposed deck. 4. The location of applicants existing house poses a problem in locating a suitable deck. 5. Applicant has stated that he has removed 150-200 sf of existing hardcover walkways i the 0-75' setback zone. 6. The front line of the deck does not and may not extend beyond the front line of the home to the south. 7. Sand is to be placed under the surface of the deck as was done in the Krutzig application to prevent encroachment of hardcover into the 0-75' setback zone. 8. The deck is low to the ground and will not he not iceable from the lake. 9. A deck on either side of the house does not appear to be practical because of limited space. 10. The steep grade of lake startirg at about a 30' setback and the average setback of the houses in the area which appears to be 50-60' rather than the required 75' suggests that the natural non -encroachment area is less than 75'. MINUTES OF T::E ORONO I.OUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 4 ll. The 15' elevation would give a true distance- of 75' from the lake at about a 70' horizontal distance. 12. The variance will not. modify the chara^ter of the neighborhood. Additional findings should include the Krutzig findings in Resolution #1726. Before the motion was voted upon, discussion continued. Councilmember Grabek noted that lie did not vote for the Krutzig application because he was building a new home on lakeshore property and knew the zoning codes prior to building the home. Grabek stated that the past philosophy of the Counci 1 has been for the benefit of the lake and the City has been strict on any building within the 0-75' lakeshore setback area. Grabek stated that if the Council passes this motion, that the philosophy of the City is changing for certain reasons such as the home being built prior to the current owner and the general lay of the land because other homes extend beyond this home. Grabek stated that there are plenty of homes i n Orono that stay have the same hardships as Ragatz. Grabek noted that the general philosophy of the City seems to be changing. Grabek stated that he would have to vote against this motion in order to be consistent with past City decisions. Grabek noted that the Council should be willing to allow everyone else to build within the 75' if they approve Ragatz's application. Councilmember T. Adams felt the sane as Councilmember Grabek. Adams noted that this is a 20 percent lakeshore setback, variance. Counci lmember L. Adams stated that he agrees with the 0-75' setback rule with the lake, but that there are many lots around the lake which have special circumstances that warrant. a variance. Ada -is felt that the Krutzig application was one and that the Ragatz application is another one. Adams noted that he did not feel that this would be a philosophical charge to approve this variance. Councilmember Frahm asked that the deck be moved just so it extends along the side of the home and out of the 75' setback zone. Richard Ragatz stated that a mature tree would have to be removed if the de-k was to be placed on the side of the property. Ragatz noted also that the neighbors do not wish to have the deck outside their window and that he is trying to preserve the privacy of both homeowners. David Kirscht stated that approving this variance would not be precedent settinq in that each variance is unique to each individual property and should be reviewed that way. MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 5 Counci lmem'-,er Frahm and T. Adams asked that a compromi se he reached maybe by extending only 10 percent into the 0-75' zone and placing decking on the side. They felt that the 20 percent variance was too much to a 1 low and that a 10 percent variance would be better. David Kirscht stated that from a design and function standpoint it would not be feasible. Mayor Butler withdrew the motion. Counci lmember L. Adams stated that he would amend hi s second if the motion was made for a 10 percent variance rather than 20 percent. Councilmember Grabek explained that if the City was going to give the applicant a 10 percent variance, they may as well give him the 20 percent variance. Grabek stated that by giving the applicant only 10 percent it doesn't make the deck very desireable or useable; therefore, the City should be strict and consistent and not allow any structure within the 0-75' zone. Grabek noted if the City's philosophy is going to change and allow structures within that 0-75' zone, what is the difference between l0-20'. Grabek noted the City may as we] 1 let the applicant have the 20 percent if they are going to change their philosophy. Grabek cisked the Council why penalize the applicant 10' just so the Council feels safer that they are staying within the 75' setback. Richard Racatz agreed with Councilmember Crabek in that if the City onl.y approved a 10 percent variance the deck would not be as functional. Mayor Butler suggested that Council pick a number to gi ve the applicant guidelines on redesigning his deck. Councilmember Grabek stated that puts the Council in an awkward position in that it makes someone pull out of the air a number that they feel appropriate without any basic sound engineering judgment or any science of deckina_, or movement of people, and opening of windows or doors. Councilmember Grabek moved, Mayc,r Butler seconded, to approve the setback variance for Richard Ragatzto construct the proposed deck and direct staff to draft a resolution of approval incorporating all of the findings and conditions made in Mayor Butler's previous motion. Motion, Ayes (4), Nays (1). Councilmember Tim Adams voted nay. Councilmember L. Adams asked why Councilmember Grabek changed his opinion. (MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 6 Councilmember Grabek felt that the general concensus of the Council is that they would like to give a variance to this applicant because of the hardships, and before the Council gets to the point of creating an additional hardship on this individual by giving him maybe 2-31, which is the same as giving 20-251, he felt it should be approved. Grabek stated that the Council should not pull figures/numbers out of the air with no specific reason or engineering rationale. Grabek felt that before the Council gets to the point where they would create additional hardship for the applicant by not making the deck desireable or useable after redesigning the deck, he felt it should be approved. Grabek felt that. the Council's general trend is that the Council is going to allow some type of variance, and if they allow some type of variance to the 75' setback zone regulation, then the Counci 1 should give the applicant the 20'. David Kirscht asked that the 1/2" strip condition be removed in that it would create a "trip strip" because the decking does not have railings, and people would trip over this 1/2" strip. Council agreed that the "trip strip" condition could be removed as long as the applicant places this strip along any portion of the deck that does have railings. #887 FREDERICK WINSTON 765 SPRING HILL RD VARIANCE RESOLUTION t1727* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve Resolution #1727, A Resolution approving A Variance for Frederick Winston to permit construction of a storage building. Motion, Ayes (5), Nays (0). #890 CLIFF OTTEN 875 WAYZATA BLVD CONCEPTUAL REVIEW Clifford Otten was present. Otten informed Council that he was just polling them on whether the City would like this type of use in Orono and what locations they would prefer. Otten stated that this proposed site at 875 Wayzata Blvd would make it possible for him to combine his Long Lake and Wayzata businesses into one building. Otten stated that he doesn't know if this location will work or not so he may go back to his other possible locations. Councilmember T. Adams stated that this was a perfect use in that its non-sewered commercial. Adams stated that it still gives the surroundings a rural touch. Adams stated that nurseries are ideal in this type of non-sewered commercial zoning district. Adams stated that performance standards should be developed for this possible type of non-sewered commercial zoning. LINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 7 Mayor Butler stated that the site on Old Crystal Ilay Ruad and Highway 12 would have a better access to the property than the property at 875 Wayzata Blv6. Zoning Administrator Mabusth informed the Council that the City should consider the MWCC interceptor that wil l run along Highway 12, and the developers that will be approaching the City for commercial uses, and should develop and prepare for this in the future. Mabusth: asked Council if a professional planner could be hired for consultatio.. with staff to help develop these performance standards for this type of zoning. Mabusth stated that John Shardlow would be the ideal planner to hire in that he worked on the interceptor issue and is also familiar with the City's policies. Councilmember L. Adams moved, Councilmember T. Adams seconded, tc explore the employment and invite John Shardlow to the Council to discuss a contract to act as a consultar<< with the City staff for this spacific project concerning the non-sewered commercial area and rezoning of Highway 12. Motion, Ayes (5), Nays (0). Councilmember L. Adams asked that the City not put Cliff Otten on hold until after the study is concluded and that the City approve a request for a rezoning. 9:15 PH APPEARANCE MAYOR ,MT KUNZE CITY 01' LONG LAKE CONCEPTUAL REVIEW OF RESIDENTIAL DEVELOPMENT OF LONG LAKE SEWER PLANT PROPERTY Long Lake's Mayor Art.Kunze was present along with attorney, Arlo Vande Vegte. Kunze noted that he does not have the soil boring tests yet. Kunze stated that the City of Long Lake plans to furnish sewer and water to this site. Kunze noted that this property is useless to the City of Orono in that Orono is not receiving taxes off this property. Zoning Administrator Mabusth stated that the property has 25 acres with only 13 dry buildable acres. Mabusth noted that at a maximum Lon Lake would only get 12 to 13 units if developed on Tura' ;tandards. Mabusth stated that the DNR has new setbacks for structures from Long Lake creek that the City will have to abide by. Mabusth stated that soi 1 borings are being done within the area of the pond to see if this property is buildable. Councilmember T. Adams stated that even if Long Lake provides sewer and water, it is more of a density question. Adams stated that it causes more problems for Lake Minnetonka to allow that many houses on only 25 acres. Adams explained to Kunze that Orono' s philosophy is different t rom Long Lake' s . Adams suggested that Long Lake take a look at some of the recent PRD's that have been done in Orono. Adams stated that he would like to sec, the two acre density done in the most economical way with or without sewer. MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 198`,. PAGE b Cnunci lmembcr L. Adams asked Kunze it he felt that developing the land to Orono's current zoning code would be unpracticIe. Kunze felt that it would be unpracticle and Long bake might not even develop the land if requested to develop without sewer and water. Mayor But ler noted that this property is i n a two acre zoning district. Butler also noted that there is wetlands on the property. Councilmember Fratim noted that this development would set a precedent if Long Lake was allowed to develop without regard to Orono's zoning code. Frahm stated that Orono would have to change their Comprehensive Plan in order to approve this development. Arlo Vande Vegte, attorney, stated that this development would not set a precedent because of the unique circumstances. Vande Vegte stated that the land is owned by another municipality and is adjacent to such municipality. Councilmember L. Adams stated that the sewer pond is an eyesore. Adams stated that he would like to see more than 12 units nicely laid out on the land. Adams asked why the City doesn't consider transferring the property over to the City of Long Lake. Mayor Butler explained that the annexation of the sewu_r pcnd property over to Long Lake was discussed before and the Council at that time was not in favor of the annexation. Butler noted to Kunze that clustering of the hones in a PRD type development wculd save Long Lake money in running the sewer and water lines to the properties. Councilmember Grabek moved, Councilmember L. Adams seconded, to direct staf f to work wi th the City of Long Lake to work out a reasonable and feasible plan that mee-s Orono's zoning codes, and further directs staff to consider the PRD type development. Motion, Ayes (5), Nays (0). Councilmember Grabek asked Kunze if Long Lake would be interested in selling the property to Orono. Grabek asked that Kunze come back with a price next time he meets with the Orono Counci 1 if he is interested in selling the property. Counci lmember L. Adams stated that he i s interested in, Long Lake's deve.oping the property to Orono's standards (12 houses with no sewers) and then deeding the property to Long Lake because it is adjacent to Long Lake. Adams stated that if it became a part of Long Lake and they put restrictions in the title of the two acre lots, that they could not be subdivided, it would be a buffer zone. MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUAkY 11, 1985. PAGE 9 CRYSTAL BAY SEWER PROJECT REPORT City Engineer Cook reviewed with the Council the pans and specs of the Crystal Bay Sewer Project. Cook noted that the assessment hearing would be held April 22, 1985. Mayor Butler asked staff to reserve the rrt Center's Auditorium for the assessment hearing on April 22, 1985 and the regular Council meeting will be held that night also. Butler suggested a bulk mailing tG the general public so that they snow what port ion of the sewer project they wi 11 have to pay also. Mayor Butler moves:, Councilmember Grabek seconded, to approve the plans and specs and direct staff to advertise for bids. Motion, Ayes (`.), Nays (0). City Engineer Cook stated that he needs Council permission to begin the easement acquisition procedure. Councilmember Frahm stated that the City should not go to such expense until they are sure whether the sewer project will go through or not. Councilmember L. Adams moved, Councilmember Grabek seconded, to direct staff to begin the easement acquisition procedure. Motion, Ayes (4), Nays (1). Councilmember Frahm :voted nay. City Engineer Cook noted the additional costs in regard to the cost of installing City water at the same time the sewer is installed. Cook stated that there are two options for providing water service to the area. Cook noted the estimated cost for the lateral system is S297,060 resulting in a unit cost of $3,580 for 93 units. Cook noted the estimated cost for the well and pressure syst �m is $289,800 and the estimated cost for the trunk water line from Long Lake is $514,380. Councilmember L.Adamsmoved, Councilmember Frahm seconded, to cease further di.scussicn or investigation into the idea of installing water at ho ;ame time in the Crystal Say area. Motion, Ayes (5), Nays (0). MAYOR'S REPORT Mayor Butler told the Counci 1 of phone cal is that she has been receiving from a Mound resident (Ron Johnson) who is asking that the Orono Council draf t a letter to the City Council of Mound opposing the develcpment at Pelican Point in Mound. Butler explained that this development is proposing massive dockage. MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 10 The Council concensus was that Orono should not: write a letter. Council suggested that staff contact Jo Ellen Hurr (LMCD representative) and see if she can enlighten Mound on Orono's philosophy. Council also asked for an update from Hurr regarding Chaska Marine's license application with the Lake Minnetonka Conservation District. CABLE TV REPORT Mayor Butler announced an executive board meeting regarding Cable TV to be held February 12, 1985 at 7:00 p.m. SEASONAL WEIGHT RESTRICTIONS RESOLUTION #1728 Councilmember L. Adams asked staff to reword some of the memo to read "signs of any breakup" rather than "severe breakup". Councilmember L. Adams moved, Councilmember Frahm seconded, to apprcve Resolution #1728, A Resolution designating weight restrictions for most of Orono's road, subject to the amendment in meroo noted above. Mot ion, Ayes 15 ) , Nays (0 ) . CASH i INVESTMENTS AS OF DEC. 84* Councilmember T. Adams moved, Ccuncilrr.endcr L. Adams seconded, to approve Finance Director Kuehn' memo dated February 4, 1985, concerning the cash ar:d investments as of December 31, 1984. Moticn, Ayes (5), Nzys (6). POLICE CONTRACT Councilmember T. Adams asked for clarification on parts of the police contract. Councilmember T. Adams moped, Councilmember L Adams seconded, to approve the police contract for 1985. Motion, Ayes (5), Nays (0). EMPLOYMENT POLICE OFFICER ENGLISH* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the emplcj-ent of Trving Hubbard Erllish, III effective February 11, 1985, with a starting salary of $1,576 pe: month. Moticn, AyeF (5), Nays (0). SQUAD CAR REPLACEMENT* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the squad car purchase to replace squad car 0142 which was totalled in an accident. Motion, Ayes (5), Nays (0). EQUIPMENT SPECIFICATIONS SINGLE AXLE, DUMP TRUCK* Councilmember T. Adams mcved, Cour.:-ilakember L. Adams seconded, to approve the specifications o`. a new single ax;e dump truck and hydraulic: sander and to authorize advertising for bids with the bid openinq to be held March 1�, 1985. Motion, Ayes (5), Nays (0). MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 11 LEGAL NEWSPAPER PUBLICATIONS* Councilmember T. Adams moved, Councilmember L. Adams se onded, to appoint the Laker as the official newspaper wh. c•h would service all of Orono and dropping the MN Subur ban 11e is (Sun). Motion, Ayes (5) , Nays (0) . REFUND OF SAC CHARGE TO HOMMEYER* Cc.-incilmember T. Adams moved, Councilnemb,!r L. Adams se,-onded to approve the refund of $425 ( SAC charge) to Chr.rles Hommeyer at. 4125 Oaf: Street finding that two SAC chr.rges were charged to this property. Motion, Ayes ;5), Na;s (0). SUMMARIES OF RECEIPTS, DISBURSEMENTS i BALANCES* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the Summaries of Receipts, Disbursements, and Balances prepared by Finance Director Kuehn. Motion, Ayes (5), Nays (0). WINE -IN GROCERY STOFES---RESOLUTION Councilmember T. Adams asked that this item be removed from the Consent Agenda. Adams asked wiry the City should be oppos -d to the sale of wine in grocery stores. Adams stated that if the public wants to buy their wine from grocery stores then they should be allcwed to. Mayor Butler stated that the City has its owr 1 i vor store and the sale of wine in grocery stores would have a drastic effect on the proits from the municipal liquor store. Councilmember L. Adams explained treat it might have something to do with the control of sale of wine to minors i-� that the liquor stores might have more control. Councilmember Grabek moved, Councilmember T. Adams seconded, to table this Resolution for futher •!-, -_)rmation from City staff. Motion, Ayes P,), Nays (0). CITY ATTORNEY'S RRPORT WELSH MATTER BE'NSON RMPLOYMBUT CONTRACT City Attorney Radio noted his memo regaiding the Welsh matter was for information only. Rac'ic requested approval of the Walter R. Benson contract with the City. Mayor Butler moved, Councilmember T. A(iams secondeO, tc! approve the employment contract. with Walter R. Benson. Motion, Ayes (5), Nays (0). MINUTES OF THE ORONO COUNCIL MEETING HELD FEBRUARY 11, 1985. PAGE 12 LICENSES* Councilmember T. Adams moved, Councilmember L. Adams seconded, to approve the following licenses: Lakeview Golf --Cigarette license Crystal bay Service --Cigarette license Maxwell Alvord--Kennel license Robert Waag--Kennel license John Traul--Kennel license Frank Kokesh--Kennel license Motion, Ayes (5), Nays (0). BILLS* Councilmember T. Adams moved, Councilmember L. Adams seconded, that the All Funds Accounts and Liquor Store Accounts be paid. Motion, Ayes (5), Nays (0). ADJOURNMENT 10:23 PM Mayor Bvtler moved, Councilmember Frahm seconded, to adjourn the regular Council meeting at 10:23 p.m. Motion, Ayes (5), Nays (0). ATT$ST: rothy Hallin, City Clerk -�-1 ,1CT��L Mary C.-Sutler, Mayor Thomas Frahm, Acting Mayor tvk,..#PJ'iL MEETING AGENDA FOR REGULAR COUNCIL MEETING SET FOR MONDAY, FEBRUARY 1I�`1985197:00 P.M. (*) Asterisk items are considered to be routine items to bw ena @RQ by one motion by the City Council under the Consent Item* on the agenda. Discussion will be held upon request. ROLL CALL 1 CONSENT AGENPA* APPROVAL OF MINUTES *2. Regular Meeting of January 28, 1985 PARK COMMISSION COMMENTS LAKE MINNETONKA CONSERVATION DISTRICT REPORT PLANNING COMMISSION COMMENTS - Representative J. Diann Goetten PUBLIC COMMENTS ZONING ADMINISTRATOR'S REPORT *3. #881 Krutzig Custom Homes, Inc., 1629 Bohn's Point Road - Variance - Resolution 4. #886 Richard Ragatz, 1945 Concordia Street - Variance *5. #887 Frederick Winston, 765 Spring Hill Road - Variance - Resolution 6. #890 Clifford i- Otten, 875 Wayzata Blvd. - Conceptual Review 7. 9:00 P.M. Appearance by Art Kunze, Mayor of bong Lake - Conceptual Review of Residential Development of bong Lake Sewer Plant Property. CITY ENGINEER'S REPORT B. Crystal Bay Area Sewer Project MAYOR'S REPORT CABLE TV REPORT 9. Executive Board Meeting, February 12 7:00 P.M. TRANSPORTATION REPORT CITY ADMINISTRATOR'S REPORT *10. Seasonal. Weight Restrictions - Resolution *11. Cash and Investments as of December 1984 *12. Police Contract *13. Employment Police Officer *14. Squad Car Replacement *15. Equipment Specifications - Single Axle Dump Truck *16. Legal Newspaper Publications *17. Refund of SAC Charge to Charles Hommeyer *18. Cash and Investments as of December 31, 1984 *19. Summaries of Receipts, Disbursements and Balances December, 1984 Monthly and Year to Date *20. Wine In Grocery Stores - Resolution &JU AIL MEETING FEB 111985 MINUTES OF %RPTU"NCIL MEETING HELD JANUARY 28, 1985 PAGE 1 7:06 PM ATTENDANCE The Orono Council met on the above date with the following members present: Mayor Butler, Council - members Lynn Adams, Tim Adams, Frahm and Grabek. Public Works Coordinator Gerhardson, zoning Adminis- trator Mabusth, Assistant Zoning Administrator saffron, City Attorney Radio and City Clerk Hallin. City Recorder Sutton was not present. Also in Attendance were Planning Commission members: t�oetten, S ime, Callahan and Kelley. CONSENT AGENDA* Councilmember T. Adams asked that item 3 be removed from the Consent Agenda*. Councilmember T. Adams moved, Councilmember Frahm seconded, to approve the Consent Agenda*, subject to removing item 3, with all staff reports concerning these items to be attached to an original copy of these minutes on file in the City Clerk's Office. Motion, Ayes (5), Nays (0). COMMISSION APPOINTMENTS AND INTERVIEWS Mayor Butler stated that there are two openings on the Planning Commission. Diann Goet+-en current member of the Planning Commission is requesting reappointment. The following people have indicated a desire to be appointed to the Planning Commission: Paul Taylor, Bill Wear, Denny Pederson and Robert Kost. Philip Bradley and Mariann Kienzler have indicated a desire to serve on the Park Commission. Mayor Butler moved, Councilmember Frahm seconded to reappoint Diann Goetten to a 3 year term on the Planning Commission. Motion, Ayes (3), Nays (2), L. Adams and Grabek nay. Mayor Butler asked each candidate to introduce themself to the Council and audience. Paul Taylor, stated he has lived in the Farview Addition for 7 years. The family has been active in Orono School activities. He is currently a member of the Orono Park Commission. Believes it is important for public minded citizens to make their time and talants when the opportunity presents itself . William Wear, stated that he is a 50 year resident of Orono. A business man from the north end of Orono. I am for the development fur the north end of Orono. I feel that that I could do a yood job on the Planning Commission for the City. wL.,UAL MEETING AGENDA FOR REGULAR COUNCII, MEETING SET FOR MONDAY, FEBRUARY 1Y q JA 19 00 P.M. (*) Asterisk items are considered to be routine items to b6jena Q by one motion by the City Council under the Consent Item* on the agenda. Discussion will be held upon request. ROLL CALL 1. CONSENT AGENDA* APPROVAL OF MINUTES *2. Regular Meeting of January 28, 1985 PARK COMMISSION COMMENTS LAKE MINNETONKA CONSERVATION DISTRICT REPORT PLANNING COMMISSION COMMENTS - Representative J. Diann Goetten PUBLIC COMMENTS ZONING ADMINISTRATOR'S REPORT *3. #881 Krutzig Custom Homes, Inc., 1629 Bohn's Point Road - Variance - Resolution 4. #886 Richard Ragatz, 1945 Concordia Street - Variance *5. #887 Frederick Winston, 765 Spring Hill Road - Variance - Resolution 6. #890 Clifford L. Otten, 875 Wayzata Blvd. - Conceptual Review 7. 9:00 P.M. Appearance by Art Kunze, Mayor of long Lake - Conceptual Review of Residential Development of Long Lake Sewer Plant Property. CITY ENGINEER'S REPORT 8. Crystal Bay Area Sewer Project MAYOR'S REPORT CABLE TV REPORT 9. Executive Board Meeting, February 12 7:00 P.M. TRANSPORTATION REPORT CITY ADMINISTRATOR'S REPORT *10. Seasonal Weight Restrictions - Resolution *11. Cash and Investments as of December 1984 *12. Police Contract *13. Employment Police Officer *14. Squad Car Replacement *15. Equipment Specifications - Single Axle Dump Truck *16. Legal Newspaper Publications *17. Refund of SAC Charge to Charles Hommeyer *18. Cash and Investments as of December 31, 1984 *19. Summaries of Receipts, Disbursements and Balances December, 1984 Monthly and Year to Date *20. Wine In Grocery Stores - Resolution AGENDA FOR REGULAR COUNCIL MEETING SLT FO( MONDAY, FEBRUARY 11, 1985, 7:00 P.M. CITY ADMINISTRATOR'S LETTERS AND MEMOS CITY ATTORNEY'S REPORT 21. welsh Matter LICENSES (22*) BILLS (23*) ADJOURNMENT LatonCIL MEUM G FEB 111985 MINUTES OF %4RAU"NCIL MEETING HELD JANUARY 28, 1985 1',GE 1 7:06 PM ATTENDANCE The Orono Council met on the above date with the following members present: Mayor Butler, Counci 1- members Lynn Adams, Tim Adams, Frahm and Grabek. Public Works Coordinator Gerhardson, 'Zoning Adminis- trator Mabusth, Assistant Zoning Administrator Saffron, City Attorney Radio and City Clerk Hal Iin. City Recorder Sutton was not present. Also in Attendance were Planning Commission members: Goetten, Sime, Callahan and Kelley. CONSENT AGENDA* Councilmember T. Adams asked that item 3 be removed from the Consent Agenda*. Councilmember T. Adams moved, Councilmember Frahm seconded, to approve the Consent Agenda*, subject to removing item 3, with all staff reports concerning these items to be attached to an original copy of these minutes on file in the City Clerk's Office. Motion, Ayes (5), Nays (0). COMMISSION APPOINTMENTS AND INTERVIEWS Mayor Butler stated that there are two openings on the Planning Commission. Diann Goetten current member of the Planning Commission is requesting reappointment. The following people have indicated a desire to be appointed to the Planning Commission: Paul Taylor, Bill Wear, Denny Pederson and Robert Kost. Philip Bradley and Mariann Kienzler have indicated a desire to serve on the Park Commission. Mayor Butler moved, Councilmember Frahm seconded to reappoint Diann Goetten to a 3 year term on the Planning Commission. Motion, Ayes (3), Nays (2), L. Adams and Grabek nay. Mayor Butler asked each candidate to introduce themself to the Council and audience. Paul Taylor, stated he has lived in the Farview Addition for l years. The family has been active in Orono School activities. He is currently a member of the Orono Park Commission. Believes it is important for public minded citizens to make their time and talants when the opportunity presents itself. Wi 1 1 iam Wear, stated that he is a 50 year resident of Orono. A business man from the north end of Orono. I am for the development for the north end of Orono. I feel that that I could do a good job on the Planning Commission for the City. MINUTES OF THE REGULAR COUNCIL MEETING HELD JANUARY 28, 1985 PAGE: Robert Kost stated I built a house a couple of years ago in Navarre. At that time I was exposed to the City's Zoning Ordinance and Comprehensive Land Use Plan. I am a landscape architect and have been before Planning Commissions and Councils. Would like to offer my services to the City in helping the City maintain its quality of life. Councilmember T. Adams asked Kost if he would be interested in a position on the Park Commission. Mr. Kost said he would be interested. Mayor Butler asked that the two persons interested in the Park Commission say a faw words. Philip Bradley stated, I have worked with park activities since the late 60's. I am a member of the Scott Hennepin Park Reserve District which is a joint powers agreement between Hennepin and Scott Counties. I am an appointee of the Hennepin County Park Reserve District serving on the Board with Scott County. Mariann Kienzler stated, I have lived in the Orono area for about three years. I work for the University Minnesota in the Forestry Department where I do forestry research. I would also be willing to volunteer for other commissions. Mayor Butler stated that the Planning Commission must be composed of two members that reside in the rural service area as described in the Comprehensive Community Plan, two members shall reside in the urban service area of the City, and three members shall be appointed to respresent the City at large. The one vacant seat should be from for rural service area. Councilmember T. Adams moved, Councilember L. Adams seconded to appoint Paul Taylor to the unexpired term of Lynn Adams whose term expires December 31, 1985. Motion, Ayes (4), Nays (1). Grabek nay. Councilmember Grabek moved, Councilmember L. Adams seconded to appoint Mariann Kienzler to the Park Commission. Motion, Ayes (5), Nays (0). Councilmember Frahm moved, Councilmember T. Adams seconded to appoint Philip Bradley to the Park Commission. Motion, Ayes t5), Nays (0). Councilmember Frahm moved, Mayor Butler seconded to direct staff to change the membership of the Park MINUTES OF THE REGULAR COUNCIL MEETING HELD JANUARY 28, 1985 PAGE 3 Commission from seven (7) members to eight (8) members. Motion, Ayes (5), Nays (0). Councilmember Frahm moved, Mayor Butler seconded to appoint Robert. Kost to the Park Commission. Motion, Ayes (5), Nays (0). APPROVAL OF MINUTES Councilmember T. Adams requested the wording o,i page 5 be changed to state "after consultation with the City Attorney, Adams noted that he will -iot for the resoluti-)n because it was consistent with the motion to approve pass,od by a majority of the Counci 1 at t"I�� previous meeting. Councilmember Frahm moved, Mayor Butler seconded to accept the minutes as corrected. Motion, Ayes (5), Nays (0) . PARK COMMISSION COMMENTS rhere qt!r(! no comments from the Park Commission. LAKE,' MINNETONKA CONSERVATION ms,rRICT REPORT •JoE i len Hur.r rc-!I),)rted that the District had a publir ht!aring on ultralights. The District would 1,ik - to secs some type of identificat_ion of these, such as numbering. Horr reported that the deicing program is more restrictive this year. They must bo totally fenced so that the shoreline is also fenced. it :nest be 1 ightecl at dusk until dawn and there must be identif;i.ng refle:tt-)r lights or signs every 22 feet. 34 applications for deicing have been received and 19 have been approved as of this date, b have have had complaints filed with the Sheriffs Department for problems. An ordinance was passed by the LMCD to allow the Sheriff to fence channels where there is open water. So far this yeas 31 people have gone through the ice, 24 snowmobiles and 11 vehicles. The LMCD has passed an ordinance ruling out boats over 70 feet in lc:ngth on Lake Minnetonka. Thu T MCD has contrace9 to spend $1300 to have -i program made up and printed of all the violations on the lake, where they occurred and the kind of violation. PLANNING; COMMISSION COMMENTS There were no comments from the Planning Commission. PUBLIC COMMENTS There were no comments from the public. 8:30 PM APPEARANCE BY MRS. ROSSING Comment from woman in audience that there would be other people coming. Mayor Butler stated Council would return to this item at 8:30 PM. MINUTES OF THE REGULAR COUNCIL MEETING HELD JANUARY 28, 1985 PAGE 4 #783 I.D. CAPLES 4798 NORTH SHORE DRIVE VARIANCE RESOLUTION #1721* #881 WILC.IAM KRUTZIG 1629 BOHN'S POINT ROAD VARIANCE Councilmember T. Adams moved, Councilmember Frahm seconded to approve Resolution #1271, A Resolution %,rant►ng A Variance. Motion, Ayes (5), Nays (0). Applicant William Krutzig was present. Assistant Zoning Administrator Gaffron stated this property wOuld require a variance or at least some additional review because of the proposed nardcover and Mr. Krutzig would like to present some alternatives to hardcover. We have a report from his engineer, Mr. Mark -ronberg, that discusses slat spacing of decks and underlying naterial. I have asked the City Engineer Glenn Cook to review this material. Cook stated the proposal to place a sand bed under the deck to absorb the runoff is a good idea if you look at it from a hydraulic point of view. From the City's point of view we have a policing problem, w^ have no way of knowing at some point in time of changes that could be made by future owners of the property. Frahm stated he would not be in favor of pol ici,i3 decks. Adams stated we should leave the ordinances the way they are, discouraging decks beyond the al lowed hardcover and not allowing decks within the 0-75 foot setback. When a special situation comes along where the ipipl. icant has presented a good plan for runoff absorption and where the applicant has a hardship on the lot we would allow some additional decking or some additional treated hardcover on a variance basis. 7o,iing Administrator Mabusth suggested listing this in the resolution limiting the deck to the size or area you would allow for that decking since the resolution is filed in the chain of title. Assistant Zoning Administrator Gaff ron stated the property would be allowed a minimal garage apron and a 10 or 12 foot driveway getting out to the access road. Krutzig is proposing a new product, it is a rock aggregate with an epoxy material that will hold then together. Gaffron shooed s--ples of this product to the Council. This pr.jduct has not been used without a solid base in a winter climate and the recommend -it i on is to it on a tease of asphalt or concrete. in lieu of that to make it a none MINUTES OF THE REGULAR COUNCIL MEETING iW1,I) .JANUARY 29, 1985 PAGF. 5 hardcover they suggested using 2 or 3 inches of this for a sidewalk or maybe a driveway, but there would be problems with a large surface. Grabek stated this is new construction and the applicant should live with the hardships. _ouncilmember. L. Adams Moved, Mayor Sutler seconded, to direct staff to prepare .a resolution of approval for a hardcover variance for Krutzig Custom Homes to .allow crnstruction of a 900 square foot deck at 1629 3ohn's Point Road with a special under deck and deck perimeter construction as described in Mark -ronbery's letter dated January 9 and 10, 1985, finding that: #l, one (1) foot of sand will allow Water absortion at a greater rate than grass on standard clay soil, #2, 1/2 inch rin around the deck wi 1 l eliminate spillover, # 3, the underside of the deck will be constructed within one foot or less of the ground preventing later addition of underdeck hardcover and #4, thr� sidewalk and driveway w i 1 11 be constructed within the standard hardcover calculation limits, #5 the hardships are the limited lot size with no additional land available, #6, the applicant has already sever ly limited the scopFs of his building size to at;commodato the neighbors c_onc«irns. Motion, Ayes (4), Nays (1). Grabek nay. APPEARANCE BY MRS. ROSSING 130 CYGNET PLACE. Mrs. Rossing was in att"ndan� . Zoning Administrator Mabusth reviewed for. the Council the activities that have taken place concerning this property over a several month period. Also presented were photography of the property taken over this period -f time. Mabusth stated it appears a business is bei,r(_, conducted From this residence. W«-� be i e v e it to be a tree trimming business although it is very difficult to pruve. Mabusth reviewed with the Council several code violations on the property including Section 10.20 (C) Home Occupation, Section 5.40 Home occupations License required, Section 9.55 Maintenance of Private Property, Section 9.21 and So-ction 9.22 public Nuisance and Permitting a Public Nuisance and Section 10.60, Subdivision 13 - Exterior Storage in "R" District. Mrs. Rossing stated she could not respond without reviewing the information the Council had before them. Mabusth stated that the information was nothing that she was not aware of, it was a review of information she hid received before. Mrs. bossing stAa #-!A i,h.,t l.,st fal I she had to put in a new )nsite MINUTES OF T11E REGULAR COUNCIL MEETING HELDJANUARY 28, 1985 PAGE 6 septic system which messed up the back yard the. fall rain prevented final grading before winter. This will be done as soon as weather permits. We decided we needed more storage space so we started to build a garage. The gacaje is still not finished its you are aware. The wood is to be cut up and used in our home. We have been splitting it and using it. i applied for a burning permit because we lost a bunch Of trees i o the yard, we burned one day, then I got a letter stating than. I couldn't burn. I was told I should haul out some of this stuff, then I was told that I couldn't haul out shine of the stuff. I wi 1 1 get the yard cleaned up this spring. Councilmember Grabek asked if there was a business being run from the residence. Mrs. Rossing stated no. One son who lives at this residence owns a dump truck which is parked in the yard and other sons have pickup trucks that are parked in the yard. Councilmember L. hdaas stated the neighbors should not have to look at those trees, logs and d,;-bris in that yard. I think the Council or staff should issue a directive that the place get cleaned up within a period of three weeks. ,ugene Deti?rIing, 240 Cygnet Place, stated the appreciation has gone down approx i-n:ite ly $ 10,000 per house on this street. Greg Ehalt, 105 Cygnet Place, noted that wood and trucks are a disgrace to the neighborhood. Cleo Bloemendaal, 145 Cygnet Place, stated that the wood on the south si:ie of the house was brought in and it was n,)t from this property. r)ean Molin, 248 Cygnet Place, stated the entire neighborhood had tree damage this year and everyone else had it cleaned up. Molin noted that he doesn't like the 3 dump trucks that are parked there. Jim Campion, 160 Cygnet Place, explained that, it's not only the mess and the trucks are offensive, but also on Sunday mornings they cut wood and run motorcycles without mufflers that disturb the neighborhood. k:.1 int Mi 1 ler, 190 Cygnet Place, stated there are 4 houses for salty on this street anA 3 of these have been on the market for over a year, and I think the Rossing's property has probably had an effect on our prop,-trty values. MINUTES OF THE REGULAR COUNCIL MEETING HELUJANUARY 28, 1985 PA(;P. 7 Russ Norum stated, I am a friend of Margarette and sometimes I represent her in matters. Since she moved in she has ha:3 to put in a new septic system. She does recognize that she has too much wood there and she has promised to clean that up. The garage was put there because of her children living there need room for their motor bikes. She has been trying everything in the world to get the place cleaned up. She recognises that it is not As fast as it should be. i think the neighbors should have gone to Mrs. Rossing when thiA first starte3 and talked with her, it should not have come to this Council meet i n j. S� iA tryi l J - -;Iho .! i I I ..I .-!-t l i t•, q). Jim .^.an;)io'1 S;L,.ited that everything sits unfinished, every ti ne something get-3 going it nr.v,.r jets finished which maks the property look worse. Russ Norum stated that the garage construction has been delayed because of mix ups and the cold weather set in and they were not able to complete i t. 14rs. Rossing admits that• her property needs cleaning up and she is going to clean it up. Kelly Fisher, 130 Cygnet Place, lives in Mrs. Rossing's hoijse. We all work a very tiring schedule. R i ght now with the f cost and the wood f rozen down it is going to be very very difficult to clean it up in 3 weeks. We are all setting aside time, we were splitting on the Saturday and Sunday that it was 79 below wind chills trying to get some of this cleaned up. Cleo Bloemendaal asked if these people are in t'i., tree removal and tree trimming business? 'belly Fisher stated that there was a gentleman that lived there for a short amount of time, and he was in the tree service business, but he has since moved out. He hasn't lived there for 3 or 4 months. He has been contacted and he is coming to remove al 1 the wood that he hauled in, and that wiil take care of probably over half of the wood. Councilmembrr Grabek moved, Councilmember L. Adams seconded that all the violations on this property be cleared up by Arpi l 1, 1985, or upon that date if it is not removed that we instruct the City Attorney to take either criminal or civil or both actions .against the property owner to have that area cleaned up. Motion, Ayes (5), Nays (6). T. Adams askeJ th-i ^ity Attorney if there was some MINUTES or rHE REGULAR COUNCII. MEETING.: HELi)JANUARY 28, 1985 PAGE 8 way the City couid go in and do the work and assess the property. The object here is to get this cleaned up and not just to penalize the property owner. City Attorney Radio stated that would be in the civil suit and you would ask the court to al low you to go on the property either that or you'd ask the court to direct the individual to clean it up and if they didn't they'd be in civil contempt. truss Aoru-n stated, I believe that the Count; t orney recoUnizes that the threat of criminal attic s for •iot doin3 something, but that is not the prop,:r way to do that. My understanding is you can never threaten criminal action, you can remind the person that it is available and necessary but the way the motion read instructing you to take criminal action if she doesn't carry out -that's not proper. City Attorney Rtuii.o stated this is not. i thr-,!oi_ that it is a statement of direction from the City Council. Mayor Butler stated the City Attorney does nothing without the direction of the City Council. This serves its fair notice to both you and he of what's going to be coming up in the future if other things are not done. L. Adams asked if some attention should be g i v en to the gtiostion of, whether or not a busine.:,s is being operated there. Mayor Butler reminded Mrs. Rossing that, if she is running a business that she should talk to Jeann;. Mabusth about getting the required business license. BUILDING AND ZONING DEPARTMENT ANNUAL REPORT 1984 Zoning Administrator Mabusth stated this is the first tine that tnf. revenues ha rc> exceeded the expenditures. PBNCB ORDINANCR AMBUDMRNT Zoning Administrator Mabusth stated she felt the height limitations are more clear and the addition of existing grade has been, road e in the appropriate sections. Council discussed the definition of existing grade. Mayor Butler moved, Councilmember L. Adams seconded to approve Ordinance Number 9, Second Series, An Ordinance Amtndinq Performance Standards to the Non - Encroachment and Accessory Structure Spotion, of the Orono Municipal Code as amended to read originAI MINUTES OF THE REGULAR COUNCIL. Mk;FTING HELD JANUARY 28, 1985 PAGE 9 grade instead of existing grade. Motion, Ayes (5), Nays (0) . UPDATF REPORT ON "ZONING VIOLATIONS ON 3393 CRYSTAL BAY ROAD* Counci lmember. T. Adams movitd, Counci lmember Frahm s•.c:ond,:!d to a1: Zoning Administrator Mabusth's roa(irt. Motion, Ayes (5), Nays (0). INTERPRETATION OF SECTION 10.60 FUBDIVISION 13 - EXTERIOR STORAGE IN "R" DISTRICTS Zoning Administrator Mabusth reviewed the exterior storage section of the code and asked for r:onformation of the intent and correct in*erpretation of performance standards. Mabusth stated this was probably the intent of the ordinance. You are allowed to have mobile equipment if you keep it fully screened --that covers the boat that is over 20 feet in length. The boat that is 20 feet or less is a non -encroahiner.t not requiring to be screened but you could Set it 10 feet off the side lot line and 10 feet off the street_ The Supreme Court has defined the lakeshore yard as the front yard and the rear yard as the street yard, City Attornoy Radio seated this interpretation is reasonable. The only problem could be if we only respond to neighbors complaints. That places too much power in the hands of the nei(phbors. The discretiorh nust lie with the enforcer of that ordinance. The Zoning Administrator should take into accounC the complaints and cotnmeot5 ok, th•� reighbors, but the final di.scretiun nust rest with the Zoning kdministrator. Mavor Butler stated the Council agrees with this in ,.pretation of the ordinance. Art By►ne, 3315 Crystal Bay Road, stated to the ^ouncil that he would volunter_r to negotiate between *tr. Johnson and Mr. Wheeler if it would please the ^,c,unci 1 and Mr. Wheeler. 4r. Wheeler, 3399 Crystal Bay Road, stated he was not only concerned about the boat but the harking and hardcover. ,ir Butler st +t.1-1 that the problem was ..4 Counc:il's problem and Mr. Johryun is not here tonight to discuss this problem. WILLOW DRIVE OVERLAY City Engineer Cock presented to the Cos+nciI a request to rohi q f--)r in over lay pr,a J j,_ t on +Ji 1 low ")r i ve MINUTES OF THE REGULAR COUNCIL MEETING HELL) JANUARY 28, 1985 PAGE 10 project this spring. MSA funds- will be used on this project. Councilmember T. Adams move=l, Mayor Butler seconded to seek bids for this project. Motion, Ayes (5), Nays (0). OLD CRYSTAL BAY ROAD OVERLAY City En3ineer Cook presented to the Council a request to combine an overlay project for Old Crystal Bay Road with "billow Drive. MSN funds will be used on this project. He stated currently there are $393,000 available in MSA funds and this combined project is estimated to cost $300,000. Councilmember T. Adams moved, Mayor Butler seconded to order plans an,] specs and combine this project with the Willow Drive project. Motion, Ayes (5), Nays (3). FINAL PAYMENT NAVARRE FORCE MkIN AND LIFT STATION* Councilmember T. Adams moved, Councilmember Frahm aec orl-lel to -nake final payment in the amount of $8,831.59 to B & D Contracting for the Navarre Force Main and Lift station. Motion, Ayes (5), Nays (0). PAYMENT #2 1984 SEAL COAT PROJECT* Councilmember T. Adams moved, Councilmember r r-,lln sec*on,ie:i to n,imhnr 2 in the a n-a•int of $1,11.97.53 to 9uff.jlo Bir.ijminous, inc. on the 1984 Seal Coat Project. Motion, Ayes (5), Mays (3). PLANS AND SPKCS CRYSTAL BAY AREA SEWER PROJECT City Engineer. Cook stated he would like direction from the ^ounci1 on how many services should be installed at 1959 Shoreline Drive, there is a duplex plus two separate rental housing units on this lot. The property is zoned for one single family house. Mayor Sutler iki3•l A:3sistant zoning Administrator .saffron if we could do any negotiating to phases out extra dwelling units. Gaffron stated that would he a possibility, the owner could be given the choice between paying for .0ditional units versus one unit. Mayor Cutler stated she prefered to see one sewer unit for that property. Cook d1an asked if the Art Center should be approached to see if they are interested in having st.-wer ser v ir_M :and if th-e City was interet :ed in serving them. Cook stated that tha per unit cost MINUTKS O" THE RKGUI.AR CJUNU'1(, MW_K'P1N%i HF;Li) JANUARY 28, 1995 ', ; i 11 ,to,I I•1 4,aL) l L Wo 4 1:1e.1 1 : ):.ice l ;;anLor. ;I:il:,I l:h.1t looki,lj it i:'l•, Sl^ charges could be :J'i,':1 .is i j•i:ige t0 %1:35c,.';3 sewer units, to the Art Center. Counci lmembers expressed concern t-hal: ^entec would expin:i if sewer is avail•.ibl.e to them. til iyor lotlar instructed EoUineer Cook to contact the property at 1953 Shoreline Drive and the Art Center to discuss the proposed sewer project. Cook stated he would like permission to prepare the easements. Cook noted that the field work is done and the drawings are about 53% complete and he would be at th,3 next Council meeting with completed drawings. At that tine he will •.isk for approval or: the plans and authorization to advertise for bids. !1ay0c 7111tloc instructed Engineer. Cook to prepare the easements r,iquired for this project. John :ricson stated that the City ,hot)ld include water with the constr.iiction of the s(_'w,2r thereby reducing the future construction of water installation. Mayor Butler stated that the 'ouncil is concerned about the additional cost tl the propecL-y o4attrs whsn th•:r � it � :i) ; lans to e.•tend .TkQQi::ipAl 411:11c to this area. plalifli+lj -nt1j):?r, "'l•3 calln':i l .111 t-'lo of the co-nmJnity will b.�- notifies. ()f the public hearings. Mayor Butler stated some type of notification will be done. Council directed Engineer Cook to give an estimated cost to install water. .it the same time the sewer is installed, at t'le next Council meeting. 3 T 1985 BOAR!) OF REVIKW 1)4'PK Mayor 31itler stated that the 1985 Board of Review will be Thursday, May 30, 1985, at 7:00 P.M. Butler directed Public Works Coordinator Gerhardson to cont,t t the Art Center of Minnesota to usr` their and i for i u-n. RU I t.0 I Nc; ANi) ZON I Nc, REVENUES AN') F:X0'KN.)I'r1)REi - NIVE YEAR RECAP* Counci lmember T. Adams movuc], Counci Imember Frahm -iNconded to •iccopt Assistant Finance Director r..i t t i n's cotpoc t Building and Zoning Revenues and Expenditures - Fiv;i Year Recap. Motion, Ayes (5), Nays (9). MTNUTES OF THE REGULAR COUNCIL MEETING HELD JANUARY 28, 1985 PAGE 12 WAYZATA FIRE AGREEMENT EXTENSION - 1985* Counci lmember T. Adams moved, C01.111ci lmember Frahm seconded to a(:ceht Finance Director Kuehn's Wayzata Piro ,�:3r.. �n�ni: F.xl��n�ion - 1985 report. Motion, Ayes (5), Nays (0). AMEND RESOLUTION NO. 1714 ESTABLISHING SALARIES F7R CITY EMPLOYEES* RESOLUTION #1723 'Councilmember T. Adams moved, Councilme-nber Frahm seconded Lo accept Resolution 41723 A Resolution Amending Resolution No. 1714 Establishing Salaries for City Employees for 1985. Establishing the rei,nbursement rate for use of employee's private cars for City business at $.22'3 per mile. Motion, Ayes (5), Nays (0). MONTHLY LIQUOR STOR9 JVKRATING REPORT - i)ECEMBER 1984* Counci lmember T. Adams moved, Counci lmember Frahm tit,n:nn.leil to Finance Director Kuehn's memo ro-3.ir-li-ij Monthly Liquor Store :berating Report - 7 ,.-,em er 1434. 4,)t i ),I, lyes (5), Mays (0) AMENDED FINAL PAY - JOHN PIELOW* Counci lmember T. Adams moved, Councilmember Frahm seconded to accept Police Chief Kitbo's corrected .golno. Motion, Ayes (5), Nays (3). W. R. BENS74 - STA'CUS REPORT EMPLOYER CONTRACT City Attorney Ri!1;t) stated that the previously dicsussed employment contract with Mr. Benson is in the process of being finalized and put into conformance with state statutes and regulations. Council reljoeste:] this information before the next Council meeting. RESOLUTION #1724 AMENDING PERSONNEL POLICY City Attorney Radio stated that this resolution •il i. )w.; CI)r .A :li ffe,rent- catagory of City employee known as contract employee, that would be an employee who is appointed for a stated periol of time who shill not: h.r !lijible for any benefits from the City except those required by law or provided for under contract of employment. It also amends Section 5 AC to incorporate contract employees in that Section. Mayor Butler moved, Councilmember Frahm seconded to accept Resolution #1724 Amending Personnel Policy. Motion, Ayes (5), Nays (0). MI NU`ms of 'riw ttf (;J(,AR c ouN., I r, Hb::.) .iANUARY 23, 1985 PAGE 13 RESOLUTION #1725 AU'fHORIZA'I'ION FOR DISBURSEMENT OF CITY FUNDS City Attorney Radio stated t:?iis was being presented -it t:h•, f..�<:�)�1'n�1•.il;inn of Finance Dir-ictor Kuehn who r- + �.) i.i:il:l :.►:Simile signature be i�l irninated and the^ks less than $5,0:13 'u:-3 au1-hf)r- i/w,1 to be issued with one signature. Checks greater than $5,000 would have three signatures. Counr_ilmember Grabek .roved, Mayor Butler seconded to approve Resolution #1725, A Resolution Amending Resolution No. 1109 Authorizing the City Depositories to Accept Machine - Signed Signatures on City Checks, Drafts, and Other Orders. Motion, Ayes (5), Nays (9). T.IC�;VSF:S* vounci linember T. Ada'ns moved, Frahm seconded co the following l i cen.,jes: nAoc9e W. RoriilJ, Kenn-�l License Discount Flowers, Alan Penke, Sol.icit:•ition Li.-,�nso Cigarette Licenses: Jimmie's Lounge Keaveay's Navarre Drug Little Oak Food Market Martin's 66 ,Minnetonka Fishing Center, Inc. Navarre Amoco) Navar!n Lanas Orono Golf Course Orono Shopping Center Paul's Land'.ng Spring Hill Center Tyca's Super valu Wayzata Country Club Motion, Ayes (5), Nays (0). RILLS* Counci lmembec T. Adams moved, Counci lmember Frahm seconded, that tho! All Fun(Is Accounts and Liquor Store Ac.:ounts be paid. Motion, Ayes !i), N.iy_: (3). LONG; LAKE: SEWER PON') PROPERTY zoning A9,ninistrator Mabusth presented an informal sketch plan to Co,iiji:i 1., in to the sewer pond prop•.!cLy. Council instructed Mabusth to contact the r.ong rake Council and ask them to present a plan that is in compliance with the Orono Zoning Code. MINUTKS OF THE REGULAR COUNCIL MEETING HELD JANUARY 28, 1985 PAGE 14 ADJOURNMENT 10:38 PM The Orono Council adjourned the regular meeting at 10:38 p.m. and entered into executive session. ATTEST: ')orothy M. ►iallin, City Clerk Mary Butler, Mayor WETING To: Orono Council Members FEB 111985 JF ORONO From: Michael P. Gaffron, Assistant Zoning Administrator Date: February 8, 1985 Subject: #881, Krutzig Custom Homes, Inc., 1629 Bohns Point Road Resolution of Denial Attached is a resolution denying the variance request of Krutzig Custom Homes. As you recall your original motion was to approve the deck as non -hardcover but not allow a variance for the sidewalk and driveway. Since the deck in this instance is not considered hardcover there is no hardcover percentage variance granted, hence a resolution approving a variance would be misleading. Please review the conditions placed on the deck construction and future use of the structure. Do you have any additions or changes you feel are necessary? City of OR ONO RESOLUTION OF THE CITY COUNCIL NO. A RESOLUTION DENYING A VARIANCE TO MUNICIPAL ZONING CODE SECTION 10.22, SUBDIVISION 2 FILE NO. 881 WHEREAS, Krutzig Custom Homes, Inc., a Minnesota corporation, (hereinafter "the Applicant") is owner of the property located at 1629 Bohn's Point Road within the City of Orono (hereinafter "City") and legally described as follows: Tract A, Registered Land Survey No. 565, Hennepin County, Minnesota (hereinafter "Property"); and WHEREAS, the applicant has applied to the City for a variance to Municipal Zoning Code Section 10.22, Subdivision 2, to permit the construction of decks, sidewalk, and driveway which would increase the hardcover from 3,950 square feet or 21% to 5,950 square feet or 31.5% in the 75' to 250' setback zone where only 25% or 4,725 square feet of hardcover is allowed; and WHEREAS, the City Council has considered this application including the findings and recommendations of the Planning Commission, reports by City staff, comments by the owner and effect of the proposed variance on the health, safety and welfare of the community. NOW, THEREFORE BE IT RESOLVED that the City Council of Orono, Minnesota, hereby denies the application of Krutzig Custom Homes, Inc. for a variance to Municipal Zoning Code Section 10.22, Subdivision 2 for the property legally described above, based on one or more of the following findings: 1. The Orono Planning Commission reviewed this application on November 19, 1984 and recommended denial of the application based on the following findings: a) Applicant was made fully aware by City staff of the hardcover limitations on the property at the time of application for a building permit. b) The lot is substandard in area and width in the LR- 1B Zoning District in which it is located; however, the property is substantially large enough that it could be developed within the hardcover limitations. c) The additional hardcover requested is not necessary to preserve a substantial property right of the owner, and the conditions leading to the need for a variance were created by the applicant. City of OR ONO RESOLUTION OF THE CITY COUNCIL NO. d) The property currently accepts the natural flow of runoff from the surrounding properties and additional hardcover will decrease its capacity for accepting this flow. 2. The Council finds that the proposed deck design, which includes 5-1/2 inch decking with 1/2-inch spacing, underlain by a level sand absor.btion layer of 12" thickness, with no barrier layer between the sand and the underlying ground surface, has been demonstrated by applicant to be sufficiently permeable in this instance so as to not be considered hardcover. 3. The Council finds no undue hardships to the property that justify granting a variance to the hardcover limitation of 4,725 square feet in the 75-250' setback zone. FURTHERMORE, BE IT RESOLVED that the City Council of Orono hereby approves the construction of deck, sidewalk, and driveway improvements to the property subject to the following conditions: 1. A permit for the proposed deck of 900 square feet in area must be obtained prior to construction. The deck must meet the following minimum design requirements: a) Width of decking boards may range from no less than 4" to no more than S" in width. b) Ratio of beard width to spacing width may be no greater than 12:1 (8.33% open space). c) A 1/2-inch high wood strip must be installed along the upper perimeter of the deck to prevent direct runoff. d) A minimum of a 12-inch depth of sand must be placed under the entire area of the deck and extending downward through any fill layers to the original soil surface. e) The deck platform shall be no higher than 12" above finished grade, or if it is higher, a suitable barrier must be placed between the deck and the ground surface to prevent any access which would allow future place- ment of impermeable materials (plastic, concrete slab, etc.) under the deck. City of ORONO RESOLUTION OF THE CITY COUNCIL m 2. The applicant is placed on notice that the deck and the areas above and below it may never be covered with impervious materials, enclosed, or in any way altered so as to become hardcover, without the granting of a hardcover variance by this or a future City Council. 3. The sidewalk and driveway are limited in hardcover to a total of 775 square feet, and any porous pavement or other innovative surfacing methods proposed to be used in order to exceed this amount are subject to review by the City. 4. Violation of or non-compliance with any of the terms and conditions of this resolution shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 5. The undersigned applicant has read, understood and hereby agrees to the terms of this resolution and on behalf of himself, his heirs, successors and assigns, hereby agrees to the recording of this resolution in the chain of title of the property. Adopted by the City Council on this 11th day of February, 1985. ATTEST: Dorothy M. 11allin, City Clerk Mary C. Butler, Mayor 1) Property Owner y .TO: Council FROM: Michael P. Gaffron, Assistant Zoning Administrator DATE: February 4, 1985 SUBJECT: #886 Richard W. Ragatz, 1945 Concordia Street - Variance Application - Lakeshore setback and hardcover variances for proposed deck. Zoning District = LR-1C List of Exhibits Exhibit A - Application Exhibit B - Plat Map Exhibit C - Property Owners List Exhibit D - Survey Exhibit E - Letters from Neighboring Property Owners Exhibit F - Site Plan Exhibit G - Notice of Planning Commission Action Exhibit H - Article from "Mechanix Illustrated" Pertinent Code Sections: 10.22, Subd. 1, (75' setback, average setback in "LR" districts) 10.22, Subd. 2, (hardcover limitations, including no temporary or permanent structures) 10.55, Subd. 8, (hardcover, structure prohibition within 75, of lakeshore) 10.03, Subd 15(c) (uncovered decks considered a non - encroachment, allowed within 2' of side lot line) Applicant requests to add a deck to this house which is currently being remodeled. The proposed deck extends ir-o the 75' lakeshore setback zone. The hardcover request is as follows: Existing Hardcover Proposed Hardcover 0-75' 75'-250' 0 of or 0% 1,175 of or 13• 404 of or 7% 1,541 of or 17• Applicant was warned by staff that variances for new hardcover or structures in the 0-75' zone are rarely granted, but he wished to proceed with the application regardless. Applicant notes that placing the deck into the side yard will locate it directly outside the neighbors bedroom window, which would not be very acceptable to either party. #886 Ragatz Page 2 February 4, 1985 Both neighbors have indicated they have no objection to the proposal, although the proposed deck with railings does extend past the average setback line. At the January 21, 1985, Planning Commission meeting, applicant stated that he has previously removed approximately 150'-200' of existing concrete sidewalk hardcover within the 0-75' setback area. Planning Commission recommended approval conditioned on favorable findings by the City Council regarding decks as non -hardcover. Findings for approval recommended by Planning commission include: 1. No view problem would be encountered. 2. The proposed deck only extends lakeward as far as the extension of the west line of the house to the south. 3. The location of an existing Box Elder tree and the house to the south are factors which limit the acceptable locations for the proposed deck. 4. The location of applicants existing house poses a problem in locating a suitable deck. 5. Applicant has stated he has removed 150-200 sf of existing hardcover walkways in the 0-75' zone. Conditions recommended by Planning Commission include restrictions on additional future hardcover. Staff notes that applicant has not discusseO specific methods he would use in creating a deck that is not hardcover. The standards set forth in the Krutzig Custom Homes resolution (File 0881 ) could apply to the Ragatz application. Regardless, hardcover in the 75-250' zone will still be less than 25 percent. Tne main issue, then, is whether to allow a deck of any specifications to be placed in the 0-75' zone, where no structures are allowed. Decks are considered as structures. Dons the presumed removal of 150-200sf of sidewalk in itself justifyallowingan eqval area of deck structure? Do any other hardships present themselves as justification for the deck, as you found on the Steve Pauly application on Dahl Road? Applicant's landscape architect has submitted an article regarding decks for your perusal. A resolution reflecting Council's action will be p.-epared for the next Council meeting. IL CITY OF ORONO t VARIANCE. APPLICATION Application Fee $100.00 After -the -Fact Fee $200.00 ------------------------------------------------------------------------- PROPERTY LOCATION Site Address 1945 Concordia Street Property Identification Number (P.I.D. ) Lot 11, Fagerness Please check one -- Is the property X abstract or torrens? Please attach legal description to application if not included on required survey. -------------------------------------------------------------------------- APPLICANT Name Richard Ragatz Phone 922-2572 Mailing Address 5709 Ayrshire Blvd. Edina, MN 55436 -------------------------------------------------------------------------- OWNER Name Richard Ragatz Phone 922-2572 Mailing Address 5709 Ayrshire Blvd Edina. MN 55436 Date Property Acquired _ II/�;��M�j (month/year) I J$XX) (do not) also own the adjacent parcels of land. -------------------------------------------------------------------------- PRESENT USE OF PROPERTY Present Zoning District Present Use of Property LR - 1C Single Family Residential other (specify) -------------------------------------------------------------------------- DESCRIPTION OF REQUEST Estimated Construction Cost $ 5,000 Describe request in detail- Construct of which is in the 75' zero development area Deck (on grade), A portion -------------------------------------------------------------------------- VARIANCES REQUIRED Lot Area Lot Width X Hardcover Setback Variances ( X Front Side Rear) Other HARDSH111 Describe undue hai ship or practical difficulty resul t i nc., enforcement of zoni it -•eaulations: House was built in 1921 at 80' from Lake Minnetonk. ,.--.'placement of proposed deck would be a C1r encroachment on nei" or i•�. :uit in another ocation from strict ---------------------------_ ---------------------------------------------- DESCRIPTION OF UNUSUAL PROPERTY-ONDITIONS Describe unusual property conditions preventing compliance with Zoning Code Requirements: No unusual condi lLo ns other than narrow side yards which would lace deck in close proximity to nNij1q::ars lima i -ng--privacy fo all parties Invo ved. House is 18 above lake Thor;• see plan section), REQUIRED SUBMITTALS 1. Completed Application Form. 2. Certified Property Owners List of owners within 150' ;you can obtain this list from Hennepin County Department of Finance A-603Government Center 348-3271) 3. Stamped, legal sized envelopes ( M10) pre-a(!d:ressed to each of the names on the above list with no return address. 4. Certificate of survey. 5. Plat Map. The Applicant and Property Owner must sign this application. Please remember that your variance application is not complete if ttie above information has not been included. -------------------------------------------------------------------------- APPLICANT'S SIGNATURE The applicant hereby agrees to provide all information requiind or requested by the Zoning Administrator, agreestopayallfeesand/or unusual expenses incurred in review of this application, and certifies that the information supplied is true and correct to the best of •s/her knowle . Applicant's signature �, c• _ Date �? ,� �> `f J OWNERS SIGNATURE The owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the property by City staff, consultants, agents, commission members, and Council members for purposes of investigation and verification of thi" equest. Owner's signature .) Date i 2 2 c. ZPCI -------------------------------------------------------------------------- Applicant must have all submittals into the City offices 25 days before the Planning Commission Meeting. Planning Commission Meetings are held on the third Monday of each month. Cp,f°o a ass" rw� it a ~ - " ro - •1 Z '-•r. l�Fy � .• 2 a �1 S deg ion .. .. ,.� MAPL A to 7 13 to ,• 12 r' �. '. 19 i 16 It 10 �X i• Cco •/ i • L 3 F, RID. It yCI nil RUN DATE 12/21/84 HENNEPIN COL)tiTY PROPERTY INFOPMATION SYSTEM REPORT t:0. PI435401 PROPERTY OW14ERS LIST PAGE 3 BATCH 002 38 17-117-23 23 0017 PROP ADDR 01940 CONCORDIA ST OWNER NAME L C SHAW ETAL TAXPAYER LAWRENCE C SHAW NAME/ADDR 1940 CCHCORDIA ORONO M!1 55391 38 18-117-23 14 0010 PROP AGDR 01955 FAGERNESS POINT RD OWNER NAME AKE E RONNKVIST TAXPAYER AKE E PO!ftlKVIST NAME/ADDR 4484 W APM RP SPRING PARK MH 55384 38 18-117-23 14 0013 PROP AGDR 01935 CONCORDIA ST OWNER NAME LYLE E CHRISTENSEN ETAL TAX?AYER LYLE E CHRISTEt15EN NAME/ADDR 1435 CONCORDIA ST WAYZATA Mt: 553,41 38 10-1I7-23 1•t 0016 PROP ADDR 01949 FAGERNESS POINT RD OWNED NAME EVELYN A GOLDSTEIN TAXPAYER EVELYN A GOLDSTEIN NAME/ADDR 1949 FAGERNESS POINT RD ORONL Mt: 55391 38 17-117-23 23 0018 01945 FAGEPNESS P0114T RD R A M NOLL RICHARD A MARSHA NOLL 19�5 FAGERNESS POINT PO WAYZATA MN 55391 38 10-117-23 14 0011 01951 CONCOPDIA ST AKE E R01:11Y.VIST AKE E RCU!iKVIST 44S4 W ARM RD Sl'RIt.G PARK YN 5533•• 38 18-117-23 14 0014 01925 CO!:COPDIA ST S P WHITTIER E1-3. STANLEY C W10TTILP 1925 CCtK:ARulA ST WAYZATA MN 553)1 TOTAL BATCH 002 00010 38 18-117-23 14 0009 01965 EAGERNESS POINT RD G L EKLOF i C F LEE GAR1 EY.LOF / CATHY LEE 1965 FAGERNESS PT PO WAYZATA MN 5S391 38 18-117-23 14 0012 01945 CO!:CC70IA 5T EMMA MJOSET ETAL RICHAJID W A JILL P-'GATZ 5704 AIRSHIPE DLVU EDINA tN 55436 38 18-117-23 14 001S 01905 CONCORDIA ST N A C BERGLUND NOPr•.%f4 TV44EP BERGLUt:0 1905 COt;CCRDIA ST WAYZATA MN SS391 I CERTIFY THAT THE FA...' PEPRESENTCD ARE AN ACCURATE AND TRVE REPRESE11TATION Ct Itt l 1ION AS IT AnPEARS THIS DATE ON THE RECORDS OF THE HCI::::';t: COV•1T1 &`.' PTMENT OF PROPERTY TAXATION. TO THE BEST OF MY K1IC"!L, -. Z A:13 C:.1 1 .. 0) D=IE T certificate of survey for Richard W. Ragatz of lot 11, Fagerness Hennepin County, Minnesota v� Cow 9s, by kP11A At :9 00 I hereby certify chat this is a true and correct representation of a survev of the boundaries of Lot 11, Fagerneas, and the location of all buildings, if any, thereon. It does not purport to show other improvements or encroachments, if any. Scale: 1 inch - 30 feet Date November 29, 1984 0 iron marker found 0 Iron marker set GORDON R. COFFIN CO., INC. Mark S. Gronberg Reg. No: 12755 Gordon R. Coffin Reg. No. 6064 Engineers and Land Surveyors Long Lake, Minnesota � 9 .91, `i►.A l 9 3 S- Co � c v•� • •( s- /oZ�ay/ g / 4r-,Jv. R67Vi6di�t �AE p14rS �o F'X J A sf 3 FR�ve'ss 04 f. 714, ZONING FILE NO. D CITY OF cram NOTICE OF PLANNING COMMISSION ACTION P.O. Box 66 Crystal Bay, MN 55323 473-7357 Date of Notice:1/23/85 -------------------------------------------------------------------------- TO: Richard Ragatz COPIES TO: David Kirscht Associates Inc. 5709 Ayrshire Blvd. 6700 France Avenue So. Edina, MN 55436 Edina, MN 55435 -------------------------------------------------------------------------- TYPE OF APPLICATION: XX Variance -------------------------------------------------------------------------- Date of Meeting: 1/21/85 Vote: 3 For 0 Against Planning Commission recommends the following: XX Approval: Subject to conditions noted below NOTES AND SPECIAL CONDITIONS: Planning Commission recommended approval conditioned on favorable findings by the City C,3unci1 regarding decks as non -hardcover. Findings for approval recommended by Planning Commission include: 1. No view problem would be encountered. 2. The proposed deck only extends lakeward as far as the extension of the west line of the house to the south. 3. The location of an existing Box Elder Tree and the house to the south are factors which limit the acceptable locations for the proposed deck. 4. The location of applicants existing house poses a problem in locating a suitable deck. 5. Applicant has stated he has removed 150-200 s.f. of existing hardcover walkways in the 0-75' zone. Conditions recommended by Planning Commission include restrictions on additional future hardcover. Please contact Mike Gaffron after the Monday, January 28 Council meeting to discuss the decision on the deck hardcover issue. It would be helpful if you could submit 6 additional copies of the site plan for Council use during your review. We would need these by February 6th. -------------------------------------------------------------------------- Applicant's next scheduled meeting is confirmed as: Council February 11, 1985 If the applicant has trouble obtaining additional information, please contact the Zoning Department (473-7357). If you desire certified copies of the official Planning Commission minutes, they are available from the City Recorder after review and approval' by the Planning Commission. David A. Kirscht has a degree in landscape architecture from Iowa State University. He has his own firm in Min- neapolis and is the only landscape architect on Minnesota's stafe board of architectural registration. He also serves on his town plan- ning dnd zoning com- mission and, when he can get away from the office, he likes to spend fishing weekends at his cabin —which, of course, has a deck that keeps yard care to a minimum. q( r'PrX Cf f.Gl o r2 N� t°/P.GNe6i�� wu 2 P�rfay- a Ole /w �m atd ` c Backyards with steep slopes can be a maintenance headache for home- owners. Severe inclines are often impossible to mow and, unless terraced, don't make gocd planting beds. And if nothing is done to pro- tect the hillside, there's the potential problem of erosion. Those who have such a hard -to - care -for backyard are urged by David A. Kirscht, a Minneapolis landscape architect, to consider building a deck. Kirscht notes that while any deck is a great way to add outdoor living space, few people realize it can also be a good solution for a problem backyard. "People think of a deck as a rectangular appendage to their house," says Kirscht. "Many have trouble visualizing a multilevel design that can effectively solve a backyard problem as well." A deck built for a Minneapolis family shows Kirscht's design ap- proach. Only 15 percent of the existing backyard wits usable —barely enough space for lawn chairs —and a steep hill dropped 25 ft. to the balance of the yard below. "Natural vegetation was all that grew on the hill and it was impossible to control," Kirscht noted. Use natural building materials To reduce this undergrowth area, Kirscht designed a deck that cantilevered (overhung) the hill by 15 ft. He used redwood throughout, including the 6 x 6 support posts and 2 x 12 joists. The redwood was allowed to weather naturally, some- thing Kirscht recommends to keep future maintenance to a minimum. Kirscht didn't apply preservatives to impede muisture penetration, though the California Redwood Association recommends using them. "It's my experience that there's no apparent difference between decks treated with preservatives and those that haven't been," he added. If you're planning a redwood deck, check with your designer to find out what's best for your project. Scuffs and marks in redwood are self -healing through exposure to the elements. On the other hand, us- ing materials that have to be painted or stained leads to perpetual main- tenance. Depending on climate, this could mean repainting or staining the deck on an annual basis. Controlling erosion Another maintenance benefit with this type of deck is reduced ero- sion of the hill underneath. The deck serves to shelter (lie slope somewhat from driving rains. Kirscht included a large existing tree in his design. Its shade had made flower planting impossible, but as an element in the new deck it provides a natural canopy to keep the living area cool. —John Driemen CREWS 1Y Mao. Dwtl A KrsCN. Nuwwh ro. J Dxv F1066VUs. Terracing Is a guW alternative to a deck. Here K,rscN used pressure-&*~ 6 x6 posts to b,#Ad retatmng walls into the hdtsrda The woks reduce ft polantial for erosion The result is an aestheacalty pieaemg multilevel arrdoor area with space k-W act,vdres a:rd year rowxf olanrmgs tischt des yc.ya, . a, a,sstc._ are, fhe g 'bvse The kenq area. :.40 ' ■ t cam: • •�`, • •1 .� t '\ `�.• .aim `� .t"' ''1 ` .•1.y :(.' ems' :'J;� i +:•• w!1�-�, 3i s r�•�� Lim! up"" . �' ` , -r.�� � �►. � +wiry ��j �Aim WE t !' ' Ht iC�" • 4' s ....01L KONG F E B 111985 To: Orono Council Members ORVNO From: Michael P. Gaffron, Assistant Zoning Administrator Date: February 4, 1985 Subject: #887 Frederick Winston, 765 Spring Hill Road - Variance - Resolution Zoning District - LR-lA - 2 Acre Single Family Lakeshore Residential Application - Request to construct a 1,920 s.f. machine storage building (maximum allowed accessory structure is 1,000 s.f.) List of Exhibits Exhibit A - Application Exhibit B - Property Owners List Exhibit C - Plat Map Exhibit D - Site Plan Exhibit E - Building Plans The applicant is represented by the builders, Ebert Construction and Supply of Loretto. Applicant is requesting to construct a 301x64' machine storage building on his property of approximately 11 dry acres. The proposed building will be located 108' from the east lot line and 102' from the south lot line. From the plans submitted, it appears this is to be constructed as a storage building and not a horse barn, hence it is not subject to the 150' setback. It does meet the 10' accessory structure setbacks. Applicant states that the design of the building would not readily lend itself to a horse barn conversion. The Building Official notes that an accessory structure of this size must meet certain building code standards which will apply. Also note that the 1000 square foot accessory structure size limit exists because larger structures tend to attract other miscellaneous uses in residential zones. Planning Commission at their January 21, 1985 meeting recommended approval, finding that the proposed use and location is compatible with the relatively large acreage, subject to the following conditions: 1. The use of this structure is limited to private residential storage. 2. The structure may never be used as a second dwelling unit. 3. No plumbing may be installed in the building. 4. The building may not be used as a stable or horse barn. Staff recommends approval per the attached resolution. 06.00 CITY OF ORONO VARIANCE APPLICATION %22J ipplication Fee $100.00 After -the -Fact Fee $200.00 ------------------------------------------------------------------------- PROPERTY T.00AT7.ON Site address /_. �_� �. L ( C 0J P: ope,.t? Identification Number (P:I.D. ) -�F• -11 f- - 1 a -�) — Y -C, ;- / Please check one -- Is the property -3e—/a bstract or torrens? ✓ Please attach legal description to application if not included on required survey. --------- - --- ►- ------------------------------------------------------- ArpZTCRN Name Phone Mailing Address 114L,-4-•'� /14%c -------------------------------------------------------------------------- OWNER Name Phone Mailing Address "'1 � 3 5�..... /41,p IK. j Date Property Acquired (month/year) I (moo) (do not) also own the adjacent parcels of land. -------------------------------------------------------------------------- PRESENT USE OF PROPERTY Present Zoning District Present Use of Property �Residential Other (specify) ---------------------------------------------------------------•----•------- DESCRIPTION OF REQUEST Estimated Construction Cost $ _ �T'i�. OC% Describe request in detail: 30 X (D .sue /GGO Ae adA01 _ ----------------------------------------- -------------------------------- VARIANCES REQUIRED Lot Area Lot Width Hardcover Setback Variances ( Front Side Rear) ,� Other � 2..t.r. c.t. _.1� � . 1 ;( ..... l�...i _ �_ / C�. .�, HARDSHIP v/ Describe undue hardship or practical difficulty resulting from strict enforcement of zoning regulations: -------------------------------------------------------------------------- DESCRIPTION OF UNUSUAL PROPERTY CONDITIONS V/Describe unusual property conditions preventing compliance with Zoning Code Requirements: _ -------------------------------------------------------------------------- REQUIRED SUBMITTALS C) Completed Application Form. CCertified Property Owners List of owners within 150' (you can obtain this list f rom Hennepin County Department of Fine nce A-603 Government Center 348-3271 ) C, Stamped, legal sized envelopes ( f 10) pre -addressed to each of the names on the above list with no return address. 4. Certificate of survey. 5. Plat Map. -------------------------------------------------------------------------- The Applicant and Property Owner must sign this application. Please remember that your variance application is not complete if the above information has not been included. APPLICANT'S SIGNATURE The applicant hereby agrees to provide all information required or requested by :he Zoning Administrator, agrees to pay all fees and/or unusual expenses incurred in review of this application, and certif ies that the information supplied is true and correct to the best of his/her knowledge. Applicant's signature _ Date OWNERS SIGNATURE The owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the property by City staff, consultants, agents, commission members, and Council members for purposes of investigation and verification of th is is request. Owner's signs re n� —��„ei, . .. Date 1 -------------------------------------------------------------------------- Applicant must have all submittals into the City offices 25 days before the Planning Commission Meeting. Planning Commission Meetings are held on the third Monday of each month. RUN DATE 12/20/84 BATCH 004 38 35-118-23 11 0002 PROP ADDR OWNER NAME CO OF HENNEPIN TAXPAYER CO OF HENNEPIN NAME/ADDR 38 36-118-23 22 0001 PROP ADDR 00755 SPRING HILL RD OWIIER NAME THOt;AS M CROSBY ETAL TAXPAYER THOMAS M CROSBY NAME/ADDR 2106-1ST BANK PLACE WEST MPLS MN 55402 38 36-118-23 24 0004 PROP ADDR OWtIER NAME BRUCE B DAYTON TAXPAYER BRUCE B DAY7041 NAME/ADDR 990 OLD LONG LAKE RD WAYZATA MIN 55391 HENNEPIN COUNTY PROPERTY INFORMATION SYSTEM PROPERTY OWNERS LIST 38 35-118-23 14 0001 00900 OLD LOI1G LAKE RD ERUCE B DAYTOII BRUCE B DAYTON 4122 IDS CENTER MPLS MN 55402 38 36-118-23 22 0002 00765 SPRING HILL RD FREDERICK WINSTON ETAL FREDERICK. WINSTON 765 SPRIIIG HILL RD WAYZATA MI 55391 REPORT NO. PI435v01 PAGE 10 38 36-118-23 21 0001 00745 SPRING HILL RD THOMAS M CROSBY ETAL THOt!AS M CROSBY 2106 1ST BAt>K PLACE WEST MPLS M01 55402 38 36-118-23 23 0001 ERUCE B DAYTON ERUCE B DAYTON 4122 IDS CENTER MPLS M11 55402 TOTAL BATLH 004 00007 li # j3F, I CERTIF" ' 'T THE FACTS REPRESENTED ARE AN ACCURATE AND TRUE REPRESEiITAT.'N nF INFORMATION AS IT APPEARS THIS DATE ON THE CORDS OF 7'' !"HNEPIN COUNFY DEPARIMENT OF PROPER TAXATION, TO BEST OF MY ;NLALEDGE A110 BELIEF. /Y,/) —I��/'/ t.?, j4 !4 { 7 t✓ O 1 I r, n tty or 44 wo, rim. Tj a q C- 0 u Is R mACH(WQ DRIVE-WANY OP PO P-A o 0-tb, 05 Qi C-. ecto 561-11 W. P'RF-DRIC-K VVINSION Z�l TV, INFO In Mw q Fi City of ORONO RESOLUTION OF THE CITY COUNCIL NO. A RESOLUTION GRANTING A VARY 'CE TO MUNICIPAL ZONING CODE SECTION 10.03. SUBDIVISION 9 (C) FILE NO. 887 WHEREAS, F11'erick Winston (hereinafter "the appli- cant") is owner of thF ,property located at 765 Spring Hill Road within the City of Orono (hereinafter "City") and legally described as follows: Commencing at a point in the West l:r.e of the Northwest 1/4 of the Northwest 1/4 of Section 19, township 118N Range 23W, a distance 759.60 feet South from the North•.,,est corner thereof, then North 89 degrees 34 minutes 34 seconds East a distance of 990.71 feet, *hen South 77 degrees 07 minutes 02 seconds East to the East line thereof, then South to the Southeast corner thereof, then [vest to the southwest corner thereof, then North to the point of beginning (hereinafter "property"); and WHEREAS, the applicant has applied to the City for a variance to Municipal Zoning Code Section 10.03, Subdivision 9 (C) to permit the construction of. a 1,920 square foot accessory storage building where the maximum allowable area of such structure is 1,000 square feet. NOW, THEREFORE BE IT RESOLVED by the City Council of Or no, Minnesota: FINDINGS 1. This application was reviewed as Zoning File No. 887. 2. The property Is located in the LR-lA Single Family Lakeshore Residenti,�.l Zoning District. 3. The Orono Plann,n- Commission reviewed this applicani. on January 21, 1985, and recommended approval of the proposed variance based upon the following findings: a) The proposed structure exceeds the minumum required side and rear yard setbacks for an accessory structure in this zoning district. City of ORONO RESOLUTION OF THE CITY COUNCIL NO. h) The proposed structure is intendeO for private residential storage and is not proposed for use as a horse barn or stable, and would not meet the setback requirements for use as a horse barn or stable. c) The property contains approximately 11 acres of dry land and 5 acres of wetland. The proposed strutter- does not encroac,, on any wetlan' yeas. 4. The City Council h•� • ^-nsi,. -ed this application including the findings and recommendations of the Planning Commission, reports by Cite staff, comments by the owner and the effect of the proposed variance on the health, safety and welfare of the commun4 y. 5. The City Council finds that -he conditions existing on this property are peculiar to it and do not apply generally to other property in this zoning district; that granting the variance would not adversely affect traffic conditions, light, air nor pose a fire ha d o: other danger to neighboring property; would merely serve as a convenience to the applicant, but iecessary to alleviate a demonstrable hardship or dif. :ulty; is necessary to preserve a substantial property right of the applicant; and would be in keeping with the spirit and intent of the Zoning Code and C— prehensive Plan of the City. CONCLUSIONS, ORDER AND CONDITIONS Based upon the above findings, the Orono City Council hereby grants a variance to Municipal Code Section 10.03, Subdivision 9 (C) to allow construction of a 1,920 square foot residential storage building where the maximurr allowable area of such structure is 1,000 square feet, subject to the following conditions: 1. This structure 'nay be used only for private residential storage. 2. The structure may never be used as a second dwr1ling unit. 3. No r umbing may be instailee. in the structure. 4. ':hE structure may not be used as a stable or horse barn. MW City of ORONO RESOLUTION OF THE CITY COUNCIL NO. 5. Authorities granted by this variance run with the property not with the applicant, but are permissive only and must be exercised by application for a building permit within one year of the date of Council approval, or this variance will expire on that date (February 11, 1986). 6. Violation of or non-compliance with any of the terms and conditions of this variance shall constitute a violation of the zoning code, shall automatically terminate any authority granted herein, and shall be punishable as a misdemeanor. 7. The undersigned applicant has read, undc -tood and hereby agreeL to the terms of this resolution n behalf of himself, his heirs, successors and assignf y agrees to the recording of this resolution in the ch. title of the property. Adopted by the City Council on this llt`i day of February, 136j. ATTEST: Dorothy M. Hallin, City Clerk Property Owner Mary C. Butler, Mayor i' To: Mayor Butler LoL:iUAL WETING Orono Council Members FEB 111985 From: Jeanne A. Mabusth, Zoning Administrator n. Date: February 5, 1985 'fir —No Subject: #890 Clifford L. Otten, 875 Wayzata Blvd. - Conceptual Review Zoning District - RR -lb Area - Total Area - Approximately 13 acres Dry Contiguous - Approximately 5 acres Wetlands - Approximately 8 acres olication - Seeks direction from Council on proposed commercial use of residential zoned land. List of Exhibits Exhibit A - Application Exhibit B - Addendum No. 1 Exhibit C - Access Permit Exhibit D - Sketch Plan Exhibit F. - Plat Map Exhibit F - Addendum No. 2 Otten proposes moving his entire gardening operation to the 13 acre site located on the east side of Highway 12 just across the street from the Busy Beaver Day Care Center. Thk2 operation will consist of outdoor and indoor sales, landscape display area, storage site for equipment, office area for design staff and possible on -site nursery. His current operation is located in both Long Lake and Wayzata. If he is able to relocate all phases of his operation on one site, the two existing facilities will be closed. He has submitted a tentative sketch plan for this review (see Exhibit D). The subject property is surrounded on the west by the Luce Line, on the north by Highway 12, on the south by the railroad tracks and on the east by the Union Cemetary. The City of Long Lake abutts on the west side and Wayzata also the east. line. Municipal services are not available to the site. The cost of getting it to this site is prohibitive. The applicant claims the use does not require Municipal services. Well water is needed for the garden center. Applicant claims a minimal waste treat- ment level at 3,000 gallons a month or 100 gal.ons a day. Staff would concur that this type of commercial user would fall within this range. The septic needs of the proposed use can easily be satisfied by an on -site septic system. The site plan shows a single commercial structure of. 95'+ by 85'+ with an open parking and sales area of approximately 14,600 s.f. Otten has already obtained an access permit from the County for a single access with the required 28 feet width. If a formal application is made by applicant, it must include a separate l conditional use permit for major land alterations of land i:,vol- ved in fringe wetlands areas. Such an application would involve limitations on the future use of the 7+ acres of protected lands. Issues for Consideration: 1. Is the site large enough to contain the entire Garden Center and its fu' re needs? There may only he six usable acres. 2. If the City rezones to a commercial district, how do we deal with a future use that requires municipal services? Long Lake denies extension of their services into Orono to serve new commercial uses. It is not feasible to service from the nearest Wayzata line located at the Wayzata Country Club on Highway 12. 3. The City has consi,: red requests for commercial or quasi commercial uses in residential zones because the use ap- peared compatible with residential uses (library, churches, schools, greenhouses, research/conference centers etc.). Is the proposed garden center use compatible with a residential use district? 4. The subject property of some 13 acres is like an island surrounded bv_ railroad, trail, highway and cemetary. It is sandwiched in between Long Lake and Wayzata and not contiguous with other use districts within the district. Does the physical character of the property suggest special or innovative zoning? Applicants off the record comments to the zoning Administrator: Otten wants to relocate his entire operation off Highway 12 somewhere in the Long Lake/Orono area. He has asked about the Rebers, Ringer and Gagne properties. Otten was advised that the Ringer and Gagne property is zoned residential and the Rebers property is zoned B-1 but has no municipal services. There is no commercial zoned lands along Highway 12 ready for immediate use in the City of Orono nor is there available adjacent lands to his existing site in Long Lake. He lids asked if his former residence on Highway 12 adjacent to the Summerfield Farms Market could house his landscape design staff and that a maintenance builr'ing he construct.d on the ll+ a.-,, site that would house the maintenance equipment.. He cont(-r),_ that all outward signs of the use of the property would appear compatible with residential district. I suggested that le pose the problem of his difficulty of finding suitable lands along Highway 12 that is already zoned commercial and serviced. I`_ his request to alter the use of his ll+ acre residential prop :-ty is to be a temporary use until he can find a more suitable site, the large maintenance structure may create future use problems in reestablishing a primary residential use. Ple::se review Otten's most rect-nt comments in his letter of January 22nd received in this office February 6th. r ��.�UvL 0 .. ITY-OF ORONO GENE#R9AND USE ICATION -----------------------------Lj4ITY-0E-OHO PROPERTY LOCATION Site Address N Property Identification Number (P.I.D. DUOS Please check one -- Is the property abstract or torrens? (for Conditional Use Applications only) Please attach legal description to application if not included on required survey. -------------------------------------------------------------------------- APPLICANT ,t! Name �.s� Phone f % ? Mailing Address OWNER------------------------------ WNER--- L'.!, t►� i�. L' --------------- Name �, /i-�/s,� ^� Phone Mailing Address j�' CS / { �'� llsuc A %r P"�2 _ Date Property Acquired (month/year ) I (do) ( Con ot also own the adjacent parcels of land. -------------------------------------------------------------------------- FEES - Conditional Use Permits $100.00 a) Residential Accessory Use $100.00 b) Institutional (church, school, etc) $100.00 c) Duplex Credit/Bldg d) Land Alteration (grading, filling) $150.00 e) Commercial/Industrial Use PRD/PID - see fee schedule Other Applications $200.00 Vacation $250.00 Rezoning $100.00 Appeals Other - see fee schedule (over) PRESENT USE OF PROPERTY Present Zoning District •�--�� Present Use of Proper1%ti Q Residential Other (specify) ------------------------------------------------------------------ DESCRIPTION OF REQUEST „1s•- REQUIRED SUBMITTALS 1. Completed A-eiication Form. 2. Certi _'ied Property Owners List of owners within 350' (you can obtain this list f r:m Hennepin County Department of Finance A-603 Government Center 348-3271 ) �. Stamped, legal sized envelopes (f10) pre -addressed to each of the names on the above list with no return address. 4. Certificate of survey. 5. Construction plans, if applicable. 6. Plat Map. -------------------------------------------------------------------------- The Applicant and Property Owner must sign this application. Please remember that your application is not complete if the above information has not been included. -------------------------------------------------------------------------- APPLICANT'S SIGNATURE The applicant hereby agrees to provide all information required or requested by the Zoning Administrator, agrees to pay all fees and/or unusual expenses incurred in review of this application, and certifies that the information supplied is true and correct to the best of Vhe,/nowled Applicant's signature�..1 Date /�+'/�•' .� i OWNERS SIGNATURE The owner hereby acknowledges and agrees to this application and further authorizes reasonable entry onto the property by City staff, consultants, agents, commission members, and Council members for purposes of investigation and verification of this request. Owner's signature Date /' •l --------------------- -+i ---------------------------------- Applicant must have i submittals into the City offices 25 days before the Planning Commission Meeting. Planning Commission Meetings are held on the third Monday of each month. il�/�WL ,e,��/vC� /`�"L- iE.It✓+fX y y� iC'.�+-Kos-19'L!.►v� � �K.0 i� /�G�rC � cam. � cL7L sc,C%C���LC �•�� �-'S`tr .ram All all �,.�..e �:c-Lc. �/� •1.��-ems ��--��y .��'Y�`,�` � � ti-`. HESO., ,� zo ��linnc�tiot�t $ DepZ111111C111 of Transportation Q District 5 P 2055 No. Lilac Drive �rOF Ta�Golden Valley, Minnesota 55422 December 19, 1984 Mr. Clifford L. Otten 2265 W. Wayzata Boulevard Long Lake, Minnesota 55356 In reply refer to: Access Permit 5AD-84-80 T.H. 12: C.S. 2713 Loc: T.H. 12 Approximately 0.20 miles W. (Old T.H. 12) in Orono,MN. Dear Mr. Otten: The above referenced Access Permit has been approved based on your application dated October 30, 1984. This permit may be obtained t our office upon deposit of a certified or cashiers check in the amount of $500.00, payable to the State of Minnesota, Department of Transportation. Upon obtaining this permit, you will be authorized to perform ttc; approved construction within the State's right-of-way, subject to Ube rules and regulations, special provisions, specifications, and plans contained in the permit. Sincerely, Fbres t S . Moen Roadway P.eyulation supervisor 1*1&1: re enc: An /:yuu/ Onpu,runity tmPloYCi This permit authorizes the construction of a eommer�ldl access onto T.N. 12, located approximately 500 feet east of the Luce Line Trall in Orono, Mn. This permit also authorizes the removal of an existing access to this property. The applicant or Its contractor shall notify Mr. Forest Moen or Mr. Gordon �r , McKinnon, at 545-3761, at least one week prior to starting construction so State inspection may be arranged, and for approval of all highway materials prior to their placement. The total Installation shall meet MN/DOT specifications. The applicant shall Gail Minnesota Department of Transportation Electrical ry Services Unit, prior to digging, for location of burled electric lines. Telephone number 612-297-"26. Zc; The applicant shall provide In-house Inspection at all times while on trunk highway right of way. 0 Minter work, November 15 through April 1j shall be considered winter work, work during this period shall be on a day -today basis at the discretion of the District Maintenance Engineer. The location and design of the acccess are approved ds shown and corrected on the attached plan. The final grade of the access shall be a maximum +/-• 0.5$ for a minimum distance of 50 foot back from the outside edge of the right turn lane. The side slopes of the access shall be i-i or flatter. The access shall be bituminous surfaced to the end of the turning rddil. The surfacing shall consist of a minimum 3"-MN/DOT Spec. 2331 Bituminous wear. Use Tack (:oat, MN/DOT Spec. 2357.2A, between all bituminous lifts. The outside edge of the Inplact bituminous roadway shall be saw -cut to provide a uniform edge for the new construction to abut. A 1.5 foot wide, Class 2 Aggregate shoulder shall be placed along the bituminous surfacing of the access. The applicant shall remove the inplace access located at the northwest and of this property. The bituminous surface of the access shall be saw cut along the outside edge of the bituminous shoulder of T.H. 12, prior to Its removal. The Inplace 24" storm sewer pipe under the access shall not be disturbed. The State's right-of-way shall be restored to match surrounding grades, contours, and turf. Bituminous surfacing disturbed by the construction authorized in this permit shall be removed from the MN/DOT right-of-way. The applicant shall perpetuate the existing drainage +o the south and rest, away from T.N. 12. All disturbed turf areas shall be covered with a minimum of f% Inches of slope dressing and shall either be seeded with MN/DOT Spec. 3876 Type seed mixture, or be sodded. The seed mixture shall be applied at the rate of 75 pounds per acre. Fertilize all areas with commercial fertilizer analysis 10-20-20, at a rate of 350 pounds per acre, or equivalent. All sod shall be pegged. All seeded areas shall be covered with disc anchored mulch material. The mulch material shall consist of grain straw, hay, cuttings of agricultural grasses, and legumes. The material shall be relatively free of seed bearing stalks of noxious grasses or weeds as defined by the rules and reguatlons of the Minnesota Department of Agriculture. The rate of application shall be approximately 2 tons per acre. The Inplace bituminous shoulder along T.H. 12 shall be used as a right turn lane for this access. The applicant shall f-,rnlsh and Install all traffic signing and roadway striping as specified on the attached D.T.W.O. Signing and Striping Layout, Standard Sign Drawings, and Sign Installation Specifications and Pavement Marking Specifications pamphlets. The applicant shall obliterate all Inplace conflicting striping by the method of sandblasting. The applicant shall contact the MN/DOT Traffic Operations Section, at 545-3761, ext. 121, at least 48 hours prior to performing this work to arrange for Inspection. The access shall not be opened to vehicular traffic until all signs and striping are Inplace and approved by MN/DOT. The applicant shall furnish, Install and maintain all raqulred traffic control devices by MN/DOT specifications, and as shown on attached layouts, while performing the construction authorized by this permit. See attached Traffic Control Layout No. 19 The applicant shall contact the owners of the Inplace utilities and make all arrangements for their relocation or revisions as required due to the construction authorized by this perms' While working within the State's right -of -ray, all p9r5ons shall wear MN/DOT approved hard hats and fluorescent orange safety vests. The applicant or its contractor has furnished the State with A g500.00 deposit. • 0 � • y� ` •w: �.• ,r� �. 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L•p :':Jt'�-:' •v" ����Y.�,.'K" i".•i �- � ��=�"c�'. �,� _ j T •� - - 1jr �. 112 SEC. 3 5 8 T. 118 ME81111M a/ one . —i 31 — s Ifs 4, 3 j Ct �. i 'b ti stt 0 i li. �' aw ko c ---. - :ri »lrL !w\ •_ u !tr . trA f O`J .s. n• il,- - � + � I., �- -- -.� � A rtU• ���� Vu vs' i.. i � �. a i ; ` • �(\t Q� i -. u' ►. 04 �__t__— � pa � Mt :w � 11 toat , _ c a' // �" ' / q t . Lam•" .t a "i 1 ` RAftMAr __ s � �`+� ..,., w+` i••Y. ` i's.f^ i ,• p:% "`__,NJUS?RIAk. \`` sit 00 .>'• a s f*56 ss... I.T ; '• - J \1l •loft '1►,� l . �/ . --__ _ _. .^0'�— O I/•per p .�a ;. 1 FEB-sFA �i CITY OF ORI ON'j Clifford L. Otten P.O. Box 268 Long Lake, MN 55366 January 22, 1986 To: Orono City Council 1 would like to bring before you an alternative to the proposal for a full --service nursery and garden center located on Highway 12 east of Long Lake. As I stated in that proposal, our present location is no longer big enough for our entire operation; i.e., a retail nursery and garden center, landscape design, book- keeping, and landscape crews and equipment. But it ie a good size for Just a retail nursery and garden center. Thus, the alternative to relocating the entire business would be to move the landscape designers and the office staff to my property located at 1740 West Wayzata Blvd. (County Road 6 i Highway 12, next to the market). There is also plenty of room on the 18 acres fur the landscape equipment and materials including trees and shrubs in holding areas, stock -piles of dirt, a+ind, and rock icy bins, landscape timbers and other miscellaneous landscape --related items. Along with this, there would be a need for a building to store equipment such as lawn mowers, chainsaws, tractors, tree mover, and other equipment that needs to be under cover. This building would need to be no bigger than 60' X 100', and I would consider a pole -barn type structure adequate. All access for this proposed use would be from County Road 6, and the only increase in traffic would be from the employees working there. There would be no cash and carry sales, and very little reason for our customers to visit the site. I an ■aki.ig this proposal in an effort to solve my problems and reaain in this area with my business. There are many factors which, in ■y opinion, make this an acceptable use for this property. It is bound on two sides by major highways, on a third side by a market; across one highway to the north is a gun club; across the other highway is it railroad, with greenhouses and kennel beyond it. With the nursery stock already growing on this land and with the ability to keep people and equipment rignt there, it would work very nicely. Thank you. Clifford L. Otten 7773 To: Mayor Butler FE6111985 Orono Council Members From: Jeanne A. Mabusth, Zoning Administrator LiF ORONO Date: February 7, 1985 Subject: Conceptual Review of Sketch Plan for Residential Development of Long Lake's Property on Orono Orchard Road List of Exhibits Exhibit A - Soils Map Exhibit B - Existing Site Plan Exhibit C - Plan A Exhibit D - Plan. B The City of Tong Lake plans to develop the old sewer pond property on Orono Orchard Road sometime this year. They have asked to be scheduled before the Orono Council so that they can receive early direction and input from Council. The two sketches submitted for this preliminary sketch plan review are crude and do not attempt to address topographic l_`:nitations, wetlands/drainageway setbacks, building envelopes r.elatier to location of interceptor buildablity of filled lagoon area, etc. Long Lake will be the developer/applicant of the property. Clearly, the proposed densities reflect Long Lake's Zoning Districts - Oro:jo has nothing greater than 3 units per acre and that exists only in la.�eshore residential districts surrounded by existing development of similar densities. Staff Review There is approximately 24.69 acres of land owned by the city of Long Lake within the corporate limits of Oronc. There is approximately 13 to 14 acres of dry contiguous marginal lands that could be developed per current rural standards. The soils make up of the 13+ acres based on Soil Survey by Hennepin County (see Exhibit A) shows predominately Erin soils with the characteristics of high water tables, slow peres and slope concerns. Mound systems would be re- quired and the degree of slope may limit septic installation. A 2+ acre site on this property may not have suitable area for an on -site septic system. The 10+ acres of lagoon, roadways, wetlands etc. is not suitable for on -site septic installation. Staff would concur that if this land is to be developed, the sites should be served by sewer and, if Council agrees, with municipal water from nearby Long Lake lines. The sewering of this property would require the following: 1. Approval by P.C.A. and M.W.C.C. for new sewer extension. 2. Amendment of Orono Comprehensive Sewer Policy i Plan. 1 3. A resolution approving extension of sewer to rural area and as required by M.W.C.C. list the unique findings surrounding sewering of this rural property. Review of Proposed Densities 1. Units allowed per RR-1B (2 acres dry contiguous) unsewered 2. Units Allowed per RR-1B District sewered 3. Plan A 52 units sewered 4. Plan B 56 units sewered Land Credit Units Per Acre 14+ - dry acres 6 to 7 units (area of lots must be exclusive of roadway) 24.69 (sewer provides 11 to 12 units ability to credit lagoon, (density must be wetlands) exclusive of roadways) 24.69 (sewer provides .47 acres per unit ability to credit lagoon, (roadway area included) wetlands) 24.69 (sewer provides .44 acres per unit ability to credit lagoon, (roadway area included) wetlands) The City of Orono has no zoning that provides densities at the levels proposed in Plans A & B. A formal application proposed at these densities would require an amendment of the code and rezoning. Issues for Consideration 1. Has the City approved rezonings with other sewer projects - either formally by amendment or informally with individual landowners by special resolution? I cannot remember a formal rezoning to higher densities at the time of a sewer project. I do remember special concessions granted to landowners that dealt with special densities. For example, the owner of a three acre pacrel that was approved a 2 unit density in a 2 acre per unit zone. 2. In consideration of Orono's Comprehensive Plan and the guidelines established for development of rural area, how would you reconsile densities proposed at this level? at a lesser level? 3. How can the applicant reconsile densities at this level in consideration of the surrounding patterns of Orono neighborhoods? 4. Should our code provide other density credits in rural districts that are served by sewer? Existing density credits - credit of wet- lands area, sewered PRD's credit for roadways, if special performance standards are satisfied in the LR-lC-1 district, an owner receives 50% credit for each 1/2 acre unit providing one additional unit credit for each acre (3 units per acre). 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A.4 55t1J No.- 612- 6J64600 February 7, 1985 City of Orono Box 66 Cr-ital Bay, MN 55323 Attn: Mr. John Gerhardson Re: Our File No. 139 Crystal Bay Water System Dear John: FEB 1119e ; (—A. PP[ Om' 6 IWnnm.., P t /Aoww E Soon. P f Rofr l f ow.r, PA/� 1worM. P I J"'P4 ■ 'r d. Z O r..rAr. P f Indl d A I —1,"" P f 3m»4. P r 9.404f N.W. P f DOWN r R.rr.ror, P I je— r Uh.... P t /nrr A Aw dro . P L A4011 A H...o.. P E red A f.rld, P f N.A04 r RM.r... P I RoArrt R. PJr/fnrr. P E %,d O Lada., P E CA.rin A Emkw" I Af P..ebt. Hero. .M rk.o. We have reviewed the cost of constructing water lines in the Crystal Bay area. The cost estimate is based on completing the water lint! in conjunction with the sanitary sewer construction. We have also reviewed two options for providing water service to the area. The first option would be to construct a well, pumphouse, and pressure system and the second option would be connec- tion to the Long Lake system. The estimated cost for the lateral system is $297,060, resulting in a unit cost of $3,580 for 83 units. The estimated cost for the well and pressure system is $289,800 and the esti- mated cost for the trunk water line from Long Lake is $514,380. The advantage of the trunk water line is that adequate fire protection would be available for the area. The well and pressure system will only provide minimal fire protection. If you have any questions, please contact this office. Yours very truly, BONESTROO, ROSENE, ANDERLIK 6 ASSOCIATES, INC. Glenn R. Cook GRC:sas EncI 5878c PART A - TRUNK WATER MAIN 10,500 Lin. Ft. 12" DIP Class 52 Water Main @ $25.00 $262,500.00 200 Li- t. 6" DIP Class 52 Water Main @ $15.00 3,000.00 15 Eac•: 12" Gate Valve 6 Box @ $900.00 13,500.00 6 Each 5" Valve Hydrant # $1,000.00 6,000.00 15,000 Lbs. Cast Iron Fittings @ $1.00 15,000.00 10,700 Lin. Ft. Mechanical Trench Compaction @ $1.00 10,700.00 1 Each Connect to Existing Water @ $2,500.00 2,50G.00 15 Acres Seeding @ $3,000.00 45,000.00 1,000 Ton Class 5 Aggregate Base @ $10.00 10,300.00 500 Ton Bituminous Patching @ $75.00 37,500.00 $405,700.00 + 5% 20,285.00 $425,985.00 + 152 63,900.00 $489,885.00 + 5% 24.495.00 $514,380.00 PART B 300 Lin. Ft. Jack or Auger 6" Water Main @ $150.00 $ 45,000.00 7,200 Lin. Ft. 6" DIP Class 52 Water Main @ $15.00 108,000.00 32 Each 6" Gate Valve b Box @ $500.00 16,000.00 20 Each 5" Valve Hydrants @ 1,000.00 20,000.00 10,000 Lbs. Cast Iron Fittings @ $1.00 10,000.00 85 Each 1" Curb Stop 6 Box @ $75.00 6,375.00 85 Each I" Corporation Stop @ $25.00 2,125.00 2,600 Lin. Ft. 1" Type 'K' Copper @ $8.00 20,800.00 2 Acre Seeding @ $3,000.00 6,000.00 $234,300.00 + 5% 11,715.00 $246,015.00 + 15% LEA 36,900.00 $282,,,5.00 + 5% bond. 6 Cap. Int. 14,145.00 $3,500.00/Lot $297,060.00 Page 1. 5878c WELL AND PRESSURE. 'TANK (CRYSTAL. NAY) Well (500 GPM) Well Pump and Motor Pumphouse Pressure Tank Pagt 2. 5878c + 157 LEA + 5 Bond 6 Cap. Int. $ 75,000.00 20,000.00 120,000.00 25,000.00 $240,000.00 36,000.00 $276,000.00 13,800.00 $289,800.00 SPECIFICATIONS SANITARY a M SEWER CRYSTAL s 1 .Ogo.No FOR IMPROVEMENTS CITY OF M NNESUTA 0-8 5r FILE No. 1391 K %3o.ces , R&AS s, 4m&%" Ir. rQ &t,'.u. -91 /9o"4 M�......ola SANITARY tiFkFR 14PRc1VKMRN'rs CRY4TA1. RAY PROJFCT t . 1 391 M ORON(I. M[NNFSOTA 1995 TARLF. OF C(►NTFNTS Table of Cnntpnts Advprtisement for Bids Informal ion to Ridders Proposal Rpec i A I Provisions 2101. Clearing and Grubbing. - Spr,ific Rpquiremeut4 gI ral Requirements 2104, Removing 4iscellaneotuA St tureq - Specific b General Require. 21t1S . F'xcavat ion and FmhaOment Spec i f i c Requirements General Requirements 2211. Aggregate Rase - Speciftt Requirements Genera' Req-6 rem.•nt c 1341 Plant-Mixrci Ritnminous S..rface - Fppcific Requirements General Requlrementq 2575, Turf Fstahliahment -- Specific RegttirementA General Requirement--; 74,000. Sewers - Specific Requirements General Rpq+sir.>trFnt, 25,000. 1-4>wpr Service lines - Specific 6 General Requirements IS 100. SuhmerAihle Pump Statinn - Specific 6 Genital Requirements Conditi,-as of the ('onrracr Plate 1-1 Sanitary Sewer Manhole P I a t p 1-5 I)rop Inlet Manholo Plate 3-7 Service Rifler i'IAte 3-4 service I.ine Cleanotat 1 herehv certifv that this plan An,l specification was nrepmred h; n.- or +ender my direct %,ipetvision and that 1 am a duly Registered Professional F;nQinver under the laws of the Ftate of Minnegota, :Ienn I�Htt�: 6PhrltarV q lOf�'; try fit`. U'j�' AIIVERTISF.MENT FOR BIDS Sealed bids wi11 he received by the City of Orono, Minnesota in the City Hall at 1335 Brown Road, r'rvstal Bay until 10:30 A.M., C.S.T., on Friday, March 15, lgsS at which time they will he publicly opened and read aloud for the furnishing of all lahor and materials and n11 else nevessarN, for the following: CRYSTAI. BAY SANITARY SEWER TMPROVFMF.NTS - PROJECT 13918 8,400 Lin.ft. 8" PVC Fanitary Sewer 35 Each Manholes LUMP SUM i.ift Station with miscellaneous grading. surfacing, seeding and correlated appurtena:,coa. Plans and specifications, proposal forms and contract documents may be seen at the office of the City Clerk, Orono, Minnesota, and at the office of Bonestroo, Rosene, Anderlik 6 Associateft, lnc., Consulting Engineers, 2335 W. Trunk Highway 36, St. Paul, Mn. SsIll. Each bid shall be accompanied by a bidder's bond naming the City of Orono as obligee, certified check payable to the Clerk of the City of Orono or a cash deposit equal to at least five percent (S%) of thw amount of the bid, which shall be forfeited to the City in the event that the bidder fails to enter into a contract. The City Council reserves the right to retain the deposits of the three lowest bidders for a period not to exceed 60 days after the date and time set for the opening of bids. No bids may he withdrawn for a period of sixty (60) davc after the date and time set for the opening of hi.ds. Pavment for the work will he by camh or chock Contractors desiring a copy of the plans and specifications and proposal forms may obtain them from the office of Bonestroo, Rosene, Anderlik b Associates, Inc., upon payment of a deposit of S30,04►, all of which will be refunded to all bons fide bidders, providing said plans and specifications are returned in good condition within fifteen (is) days after the date set f!ir the opening c,f bids. A Kona fide bidder is fire whn at—ially siytns an,i s,.abmits a bid. No stoney will be refunded to any pe,-4or wrio ",rains plans and specifications snd dnrct not submit a bid tip the Owil— The City r,iuncil reserves the right to reject any and a,I bids, to waive irreR-ilarities and informalities therein ind further reserves the right to award the contract to the hest it•terests of t'r (itv. I)ornthv Hal l in, Deputy (Aerk t it a -`f Orono, Mintie sota �1.4/�!� 0 INFORMATION TO BIDDERS ` 1. BID PROCEDURE: F.ach Contractor has been furnished a specification, plan and two extra proposals. In submitting his bid, the Contractor shall bid on the separate Proposal designated "BID COPY" and not in the specification book. +� A sealed envelope shall contain the Proposal. 2. PLAN DEPOSIT: A. Prime Contractor; A Prime Contractor may obtain one set of plans and specifications for the deposit as stipulated in the Advertisement for Bids. All of the deposit shall he returned if the Prime Contractor submits a bona - fide bid and returns the plans and specifications in good condition within 15 days after the date set for opening of bids. A Prime Contractor is defined as a general contractor who submits a bona - fide bid or an electrical or mechanical subcontractor who provides a complete sub -bid to more than one general contractor. The general contractors receiv- ing a quotation must be named by the subcontractor with the return of the plans and specifications to be eligible for deposit return. A bid for equip- ment or material only is not considered a complete sub -bid. Prime contractors may obtain more than one set of plans and specifications if necessary, however, no refund will be given for these additional sets. B. Material Supplier: Any material supplier may obtain one set of Plans and specifications for a deposit as stipulated in the Advertisement for Bids. One-half of this amount will he returned if the plans and specifications are returned in good condition witt;in ;5 days after the date set for the opening r of bids. Individual drawingF and sections of the specifications may he purchased at the rate of Five Dollars ($5.00) per sheet of drawings and Twenty Five Cents ($0.25) per sheet of specifications for which no refund Shall be made. C. Plan Deposit Refund: No deposit refund shall he made for plans and specifications returned less than forty-eight (48) hours prior to bid letting hour if the Contractor does not submit a bid. t Is H9A )/A 1 r Contractor PROPOSAL FOR SANITARY SFWFR IMPROVEMFNTS CRYSTAL. RAV PROJECT NO. 13918 ORONO. MINNESOTA 1985 OPENING TIME: OPFNING DATE: Honorable City Council City of Orono Orono, Minnesota fentlemen: p The undersigned, being familiar with your local conditions, having made the field inspections and investigations deemed necessary, having studied the plans and specifications for the work including Addenda Nos. and being familiar with all factors and other conditions affecting the work and cost thereof, hereby proposes to furnish all labor, tools, materials, skills, equipment and all else necessary to completely construct the project in accordance with the plans and specifications on file with your Clerk and Ronestroo, Rosene, Anderlik b Associates, Inc.. 2335 W. Trunk Highway 36, St. Paul, Minnesota 55113, as follows: pw PART I SANITARY SF..WF.R 270 1,in. ft. 8" PVC, 0'-8' deep in place Dnl,I.ARS CENTS $ / l in . f t . $ �� ---- ---------- _ JOr 1,000 Lin.ft. 8" PVC, 8'-In' deep in place 13 DOLLARS r _ CENTS a _ %_1 i n . f t . S — 1,850 Lin.ft. 8" PVC, 10'-12' deep in place to DO1.I,A119 _ CENTS 4 / 1 in f t . g __-- 95O Lin.ft. 8" PVr, 12'-14' deep in place 9 ~ DOLLARS _- _-- CENTS_ ?----.____1_1 in ft __S_—____ - 1: 45n 1,in.ft. 8" PVC, IV --16' deep in place I DOLLARS_ CENTS s flin.ft S 325 Lin.ft. R" PV(', 16'-IR' deep in place �d 1 IN)LLARS C><NTS /lin.ft.` S -_..__�-_._ _—__.__ ___�_ _ i P- I O-iA41c I 5h5 Lin.ft, A" ".Y, IR'-7f1' deep in place R �f�T.1 ARS CENTS S /lin.ft. $ 1,I00 Lin.ft. All pvc, W -77' deep in place DOT,T,ARS CEN'rS S /lin.ft. $ 450 I,in.ft. R" Pvc, 27'-74' deep in place @ DOI,I..ARS CENTS $ /lin.ft. $ 475 Lin.ft. R" PVC, 24'-76' deep in place m Dnl,T.AWS CENTS $ /lin.ft. $ 325 Vin.ft. A" PVC, 2h'-7R' deep in place R nOT.1,ARS CENTS S /lin.ft. S 140 1,in.ft. R" PVC, 2R'-30' deep in p ace @ DOLLARS CENTS $ /lin.ft. $ 30 1. in. ft. A" DIP, 7h'-78' deep in place N DOLT,ARS CENTS $ /lin.ft. $ 31 Each Std. manhole R' deep, 4' dia., w/1642B casting 0 pn1,LARS rFNTS $ /each S 240 Lin,ft. Manhole depth greater than R' deep R DOLLARS CENTS S /lin.ft. c 44 Lin.ft. Outside riser for drop section @ Dn1.1,ARS rENTS $ /lin.ft. $ AS Each A" x 4" PVC service wve branch @ nOLLAR5 CENTS $ /each S 2,Sn0 Lin.ft. 4" CISP service pipe in place @ CENTS $ _ / 1 i n . f t .S-�-- 150 Lin.ft. 4" C1SP _nOT,LARS service riser pipe in ^ place fd DOLLARS �_-�- _ CENTS $ /lin.ft. S S F.aeh Service line (•loanout DOLLARS CFNTS $ %each S 60 1.in. tt. lack or auger 4" r1SP including casing in Co.Rd. 015 `d nnL1.ARF i'FNTS S /lin.ft. S 1W Lin.tt. vat -king of R" DIP A casing in place t-4 DOLLARS CENTS Iin. tt. S Sn l:i".ft. h" DTP force main in place DOLLW CENTS 450 I,bs. nTP fittings in place Q DOLI,ARS CENTS S /lh. P-' rr- i 64 1 c ^,500 Ton Rock atahilization minuO DOLLARS CENTS S /ton S 10,430 Lin.ft. Mechanical trench compaction 0 i)OLLARS rFNTS $ /1in.ft. S TOTAL PART I - SANITARY SFWF.R ...............S PART II ` STREET GRADiNCj_SURFACTN(6 RE:STORATION 5,000 Cu.vds. Common excavation 9 DOLLARS CENTS S /cu.yd. $ l0,nn0 Sq.yds. Bituminous surfacing rem-)val is DOLLAR.",_ - CENTS $ /sq.yd. S 5,450 Ton Class 5 aggregate base (1001 crushed ) N DOLLARS CENTS S /ton $ 1,100 Ton 2341 hituminous wearing surface 0 DOLLARS CENTS $ /ton $ 1,100 Ton 2331 bituminous. base 0 DOLLARS CENTS S /tan $ 200 Ton 2341 hitv.iminous leveling course DOLLARS CENTS S /ton $ 140 Ton AC-1 bituminous material for mixture DOLLARS ('FNTS S `ton $ 150 Ton 2141 bituminous street 6 driveway patching ,g DOLLARS CENTS S /ton $ 750 Sq.ft. Concrete drivewav pavement w/66/1010 wire mesh _ DOLLARS.----- GENTS 14% Each Clear and grub trees 4 nom,ARS CENTS S each S 150 Lin.ft. Remove culverts ra DOLLARS CENTS S 200 Lin.ft. Replace culverts 0 DnI LARS CENTS S 20 Fach Remove and transplant trees !� r)()LI.ARS CENTS P-3 0-5841c `lin.ft. S !rACh 3 5nO Each Remove and transplant shrubs M DOLLARS CENTS /each S 15 Each 3" stigar maple, A S !, M --- _ DOLLARS CENTS S /each S 15 Each Colorado green spruce 6' high, h b R DOLLARS CENTS /each 5 2,500 Sq.vds. Sod with 3" topsoil ;a DOLLARS CENTS S 's-. d c 10.0 Acres Seedi,ig, Class �, w1l" topsoil, fertilizer b mulch 2 DOLLARS CENTS c nacre $ 300 Lin. Siltation erosion control fence, Mirafi "Irnvirafence", or approved egUal "d DOLLARS CENTS S / 1 in . f t. S 2 Ea�h Standard 1' x 3' -atch haAin w/R-239D-A r.stg. in pl. DOLLARS CENTS $ /each S 4 Each 12" RCP apron !a DOLLARS CENTS S ;'each $ TOTAL. PART II - STRFFT GRADING, SURFACING 6 RESTORATION ........S PART III - LIFT _STATION Construct wastewater pumping station, incluiing precast concrete structure, equipment piping, site work and electricAl work the LUMP Si!M of: (COLLARS CENTS LAMP SUN S TOTAL PART III LIFT SrArT;'N ...............5 TOTAL PART I - SANITARY SFWRR TOTAL PART II ';TREE:- CRAD1NC, SCRFAt;INt: AND RESTORATION TOTA1 PART III - ;.,IFT STATION TOTAL RA4F M 11 ...... P—!, In-SRblc The final amount of the. contras> Ahall he determined by ultiplying the final measured gtiantitles of the various ict'.nA actually constr_ ted and installed by the Unit prices Stated therefor, in the manner prescr:i'.!d in the spe.cifics— tions. However, the low hidder shall he determined by adding the sump result- ing from multiplving the gUAntitles stated by the unit prices bid therefor. Accompanying this hid is a bidders band, c..:rtified check or cash deposit in the amount of _ _ ___ DOLLARS _ CENTS f$ _ } which is at least five per-I_ent_ -(') of the amount of my our bid made payable to the City of Orono, Minnesota, and the same is subject to forfeiture in the event of defaeilt on the part of the undersigned nr failure on the part of the un ersigned to execute the prescribed contract. and bond within fifteen (15) days after its submittal to me/us. In submitting this hid it is understood that the Owner retains the right to reject any and all bids and to waive irregularities and informalities therein and to award the contract to the best interests of the Owner. In s�ibmitting this bid it is understood that payment will be by cash or check. It iq understood that bids may not be withdrawn for a period of 60 days after the date and time set for the opening of bids. It is understood hat the Owner reserves the right to retain the certified check or bond of the three lowest bidders as determined by the Owner for a period not to exceod 60 days after the elate set f-r the opening of bias. r Respectfully submitted, V' (A Corporation` (An Individual) Name �f iti�.9er rA Partoershipl Pv Title M Printed Name of Signer _ M Address �i City, State 6 lip Code Telephone No. Fj, F P SPECIAL PROVISIONS 1. PROJECT DFSCRIP1i0N: This work consists of the installation of sanitary sewer and services in the Crvstal Bay area of the City of Orono as shown on the plans. Also included is grading, subgrade preparation and placement of aggregate base and bituminous surfacing. 2. OWNER: The City of Orono is designated a.- the Owner. All work outlined herein is to be constructed within public right-of-way or easements to be obtained by the Owner. 3. COMPLETION DATE: The contractor shall complete all work on the project except the hituminous wearing surface by August 15, 1985. The bituminous wear..ag surface shall be completed by June 15, 1986. The contractor shall complete the bitunincus base course or, the streets and repair all driveways within 30 days of the start of construction on any particular street. The contractor shall complete the gravel base construction as soon as possible after the sanitary service lines are completed. 4. LIQUIDATED DAMAGES: Liquidated damages as specified in the Conditions of the Contract an,1, be Two Hundred Dollars ($200.00) per calendar day and shall apply to each Lt tie completion dates described in Paragraph 3. 5. BASEMENTS: Easements are required for the construction of a portion of work. The G: has initiated acquisition procedures for the easement. Should there ',e any delay in acquiring the easement, a corresponding extension of time of (_ompletion will be allowed for only those portions of the project directly affected by the easement delay. No claim for extra compensation will be allowed or considered by the Owner for delays resulting from casement acquisition. 6. SPECIFICATION REFERENCE: Where the Minnesota Department of Transportation specifications are referred to herein and where a reference to the word "State" is mentioned, it is understood that the word "Gwner" is substituted. All reference to the word "Engineer" shall be interpreted as the Engineer for the City of Orono. Minnesota Department of Transportation Specifications for Highwav Construction, 1983 Edition and revisions thereto shall apply except as tinted herein. 7. SOIL CONDITIONS: Propective bidders are advised to view the project site to verify to `their own satisfaction soil and water conditions prior to submitting a bid. Soil borings have been taken and are available at the office of the Engineer for inspection during normal business hours and are shown on the plans in a general way. No warranty, either expressed or implied, is intended by the Owner or the Engineer and soil �)oring logs area being made available merely as a convenience for the contractor. SP-i 0-- 5914 1 c R. TESTS: All compaction and material tests required it, the specifications shall he paid for by the Owner. Tf Anv of the tests fail to meet specifications, the contractor •,hall reimburse the Owner for the cost of all subsequent tests to ensure compliance with specifications. The City of Orono will make an inspection of the oroject in the Spring of ig8h prior to the end of the warranty period, fh,� inspection will-.onsist of televising the lines, infiltration testing and left-r.-t.ion teats. Q. EXISTING UTILITIES. All known existing iitil+ties are shown in the plan in a general way only and the Owner does not warrant the exact location. It shall be the Contractor's responsibility to verify all existing (utilities and to check with utility companies prior to starting work. The Contractor shall also be responsible for taking all neceAaary precautions to prevent damage to existing utility lines. The crossing, relocation, removal, shoring, compaction and other protective procedures necessary to protect- the utilities shall be considered incidental. to the project. 10. PROPERTY ACCESS: The contractor shall be required to provide vehicular access to 81. te9idents at the end of every construction day. The contractor shall notify the property owner twenty-four �24) hours in advance of the time property access will he limited during the construction day. The contractor shall provide Access to within one block of each resident's home at all times. 11. PRE -CONSTRUCTION _ CONFERENCE: Prior to starting work, the Contractor shall meet with the Engineer to discuss the method and means of supply, a work schedule as to construction phases and a general. review of the specifications. Within 10 dava of the pre -construction conference. thn Contractor shall submit to the Engineer a written schedule of proposed construction activity, includ- ing cost of construction to he completed each month. The it-hedule should address the phasing of construction in a manner that will provide access for adjacent homes at all times so that inconvenience to propertv Ywners can be minimized. 12. FROSION CONTROL: The Contractor shall he solely responsible for all erosioncontrol procedu-vs. Areas disturbed by construction shall be pro- tected from erosion during construction by use of terraces, ditches, check rums, mulch or any other procedures as are appropriate. All such erosion con- trol procedures are incidental to the contract including erosion control fences at the inlets and outlets of storm newers. The Contractor shall immediately remove anv sedimentation or debris-esulring 'rrim his conatructiom activity. Erosion control fence shall he Mir.afi "r.nv1rofence" or approved egiiAI. The contractor shall review erosion =intro' t,ro!•ek!tJ.ee with the Engineer prior to Rtarting work. 1-4. CLRAMUP: The Contractor shalt. tie responsible for cleanup of the con- struction area as incidental to the protect. All c-levnup And roetorsti(M Must be c(maipieted prior to acceptance •-,f the pro iec. t . trSNb! � 14. DRIVEWAYS: Driveway replacement is required as a part of this project. nriveways shall be replaced in kigd sinless otherwise directed by the Engineer. Concrete drivewav replacement shall consist of A minimum of 4 inches of concrete pavement with 66 x 1010 wire mesh over. 4 inches of C1Ags 5 aggregate base. Bituminous driveway reply^ement shal? consist )f 3 inches of 2V,I asphalt surfacing and 6 inches of Class 5 gravel base. Aggregate drivewav replacement shall consist of a minimum of 6 inches of Class ` gravel base 100 percent crushed. Payment for concrete driveways shall be 0- A square vard hagis and inclue. all items incidental to complete construction. Payment for aggregate driveways and bituminous driveways shall be on a ton basis. I5. STREET SURFACING RFMOVAL: The existing street surfaces consist of gravel base and bituminous surfacing. Removal of the bituminous street surfacing shal? he pAid for by the sq yd. at the unit price as bid in the proposal. 16. PRO.IF,, easements Accompanied "► INSPECTION: Prospective bidders are not allowed to move onto the shown on the plan for project investigation without being by the Engineer. 1'. r)ISPOSAL: The disporal of excess material from the trench excavation, concrete pavement, bituminous surfacing, and other debris shall be off the project. site. The contractor will not tie allowed to dispose of excess material within the City limits. 18. STREET SIGNSs MAILBOXES1_ All street signs, traffic control signs, mailboxes, posts, etc., which may interfere with construction shall be removed, stored safely and replacer+ by the contractor as incidental to the project. Particular care shall he exer,ised with stop signs and temporary erection of signs may he required for the safety of the motoring public. It will he necessary to temporarily install mailboxes during construction. Such work ssiall also be considered incidental to the project. Damage to street signs, mailboxes, posts, etc., during removal, storage or replacement shall be corrected and'or repaired by the contractor. 14, TRAFFIC CONTROL: The contractor shall he solely responsible for all barricades, �h:rriers, flashers, protective fencing, flagw n and all else necessary for tie protection of vehicular and pedestrian tratfic, There shall he sufficient and adequate direction and warning signs on the project at alt times to minimize inconvenience and danger to property owners within the project area. 70. PRRaTT-z: Permits are required for work within County Road 146, County Road 15 and the Soo Line Railroad right-of-way. The City of Orono will submit the necessary permit application forms anA the contractor shall obtain the permits and provide for the bond and itisurance requirements. The cost of all such requirements sha'1 he cr�n%idvred incidental to the work. The contractor shall abide by all anplical-le rolws .and reputations nf Nonnepin County and the Soo Line Railroad rexsrding construction procedures within their right -of- wy. II. AWARD OF CONTRACT: Only one award will he Slade, that '-ping the low crserhined total of all work fr.,si the lrw reslu>nsibie bidder. $P.; ti-ti g41 c ro 0 1 ?In I. RING ANT) GRUBRINC A SQecific Re uirements t ?101,0, SPF.CIFiCATIoN REFERENCE: Unless otherwise noted or modified herein, all sections of the General Requirements shall apply. 71M .1- DESCRIPTION: This work shall consist of the removal of trees, shrnhs, and stumps, and the replacement and/or planting of small trees and shruhs As directed by the Fngineer. ?lnl,3, fONSTRUCTTnN RF.QIIIR_F;MF,NTS: The contractor shall remove only those ,,. trees specifically designated for removal by the Engineer. The trees and chruhbery shall he saved as much as practical. No tree or shrub shall be remk.ved until the contractor has reviewed tree removal in the field with the Engineer. 'frees and whrubs removed on the project without permission of the Fngineer shall he replaced by the contractor with no compensation. All tiughes, whrubs and small trees !R" diameter or less? which fall in the M excavation and in tjie opinion of the Engineer should he saved shall be It excavated out, set to the side avvi replanted after placement of the sewer line. The contractor shall use great care when relocating trees but will not he responsible for survival of trees or shrubs relocated and do not survive as M bid in the proposal. The treen to he planted shall be balled and !Sagged and 1� be a minimum diameter of three inches for Aiciduous trees and a minimum height of 6 feet for coniferous trees. M Where over -hanging branches are broken by construction activity, the Contrac- tor shall promptly trim such broken branches in a neat and presentable man- ner. Such work shall he considered incidental to the contract. t+ Where trees are designated on the Ian to h� t g p saved, he width of the trench may have to he restricted so that adequate and safe side slopes can be stain- ` ta;ned. The Contractor shall provide protective bracing, sheeting or box to provide safe conditions for the workmen as incidental to the contract. ?101.1,4. DISPnSAI.: All timbor and debris shall be removed from the project Area to a disposal area to he selected and provided for by the contractor. Ne htirving of debris wi I l be permitted. Rurning, if allowed, twist be in accord- ince with State and City requirements M In the event that property ,wners make a claim tnr the wood from trees removed from their property, it shall he made available to them. The contractor shall fell the trees, cut into reasonable lengths and stack for removal by the pro-perty owner. Anv extra work required, above and beyond that required for dis- nosal of wood by the contractor, shall be covered by c,Sanite order to the con- tract. No claim for extra compensation shall he made by the contractor for inns of wood or wood proAucts. M 1 is t 0- S64 ! c ropvrin%t 1495 Ronostroo, Romenw, Anlerl iF 4 Aasecistea, Inc. 2101.4. METHOD OF MFASCRVW NT: K Clearing and _ _ _ grubbing will be measured by the tree As indicated in the Proposal and shall include all disposal and miscellaneous work. Trees to he relocated shall he measured and paid for on a unit basis for each A tree relocated as hid in the proposal. Trees to be planted shall be measured and paid for on a tinit basis for each type of tree as hid in the proposal. Shrubs to be relocated shall he measured and paid for on a lineal foot basis as bid in the proposal. 1! Section 2571 "Plant Installation" of the Minnesota Department of Transportation "Standard Specifications for Highway Construction, shall apply A for all plantings. 1f w 64 lA to A f* be t 0-5941c. ropvriKht 1485 r Annestron, Roaenv, Anderlik b Aviociates, Inc. 1 I 1101, CLEARING AND (.:RUBBING 71nt.i. SPECIFICATION RFFFRFNCF: The Minnesota Department of Transporta- tions, "Standard Specifications for Nighwav Construction," 1983 Edition and all amendments thereto shall apple except as modified or altered in the fol- lowing General Requirements. '101.2. DESCRIPTION: This work shall consist of cutting brush, trees, loose ~rumps and windfalls, removing roots and stumps from the ground and disposing 11f the resultant debris in accordanre with Mn/DOT Specification 2101. 2101.3. CONSTRUCTION RFQUIRF.MFNTS: C1PAring operations shall be confined to the areas of excavation or embankment unless otherwise shown in the plans or directed by the Engineer. 2101.3.1. Trees 6 Shrubs to be Saved: All desirable trees and shrubs which aore designated by the Engineer to he preserved shall be protected from inj-lry r defacement during the construction operations. 2101.3.2. Clearing Brush: All brush shall he cut even with the ground sur- face. Brush shall he construed to he all brush, shrubs or othor vegetation which can he cut with a brush scythe, topether with isolated trees having an average diameter of less than 4 inc'ies at a point 2 feet above ground. 2101.3.3. Grubbing: Stumps ane roots shall be removed from all cleared areas. All depressions below the final surfAce of the ground, resulting from the grubbing operations, shall he hackfillel with approved materials obtained be from the grading operations. Its ?ln1.3.4. Dispnsal: All timber and All de_brls such as stumps, branches, brush and roots shall he disposed of otirside the right-of-wav by the Con- 60 tractor. Prior to dumping, burning or disposing of such material or debris on private or public land, the Contractor must obtain from the Owner of such land t• written permission for such dumping or dispnsal. The Contractor must secure a IMIi waiver of all claims from the land Ownt­ agAinst the previmisiv described "Owner" for any damages to such land vhir-ti may result from tt;e dumping or dis- k« posaI. Mi All timber, stumps, hranrhev, brush, roots and debris may be burned with- in the right -way, if allowed hr the Minnesota Pollution Control Agency. 'the remains of the burning operation shall he finally disposed of outside of the Pight-of-Way. All burning shall he in accordance with the Minnesota Pollution Control Agency reftulations related tip air polltition. 21A-9 / R4 ^Ihl-I Cnpvright 1QR4 Aonestrnn, Wosrne, Andorlik Associates, Inc. 2101.4. METIMP OF MF.A5URF.MENT: Clearing and grubbing when measured separ- ately by the number of trees as indicated in the Proposal will be for both clering and gruhbinp wherry a complete tree is removed. Areas of brush as de- fined above will not be measured as "Grubbing". Removal and disposal of brush as outlined above shall be considered as an incidental item in the clearing and no separate payment will be mace therefore. The quantity of clearing and/or grubbing will be determined by counting the num ber of trees cleared and stumps prubhed which measure 4 inches or more in average diameter at a point approximately 2 feet above the ground surface. When do indicated in the Special Provisions, clearing and grubbing shall be by lump Sum. The lump sum indicated in the Proposal shall then be payment in full for all clearing, grubbing, brush removal and disposal of trees, stumps and brush. 2101.5. BASIS OF PAYMENT: Pavment for clearing and grubbing wi11 be made on the following sdu!e: ITEM NO. ITEM UNIT 2101.501 Clearing, Acre 2101.502 Clearing Tree 2101.506 rruhbing Acre 2101.507 Gruhhing Tree 2101.509 Clearing b Grubl,i np Tree 2101.511 Clear and Gruh Roadways I,rmn Sum 2U-2/79 Copvriptht 1494 Bonestroo, Rosenv, Ands-i 1 ik 4 Associates, Inc. i w ' I n4 . REMOVING MI SCELLAf FOUS STR[I(:Tl1RFS • Specific and General Regviireme-nts 7104.0. SPFCIFICATION RFFFRF.NCF.: Unles4 otherwise noted or modified herein, all sections of Mn DOf �I g-iiaTl apply. 2.104.1. DESCRIPTION: This work shall consist of removing and/or salvaging those items from the project. area that are listed (in the Proposal Form. 7104.3. CONSTRUCTION RR.)IIIREMENTS_ Existing bituminous surface, incl'iding driveway surface, shall he removed as directed by the NnRineer. The contrac- tor shall select his own disposal area for disposal of material. Payment shall be at the bid tinit price as stated on the Proposal and shall include removal, disposal and all miscellaneous items associated with the work. Trim- ming of edge of existing hituminoiis surface shall be considered incidental to the work. Concrete driveway surface shall he removed to the dimensions determined by the Fngineer. The edge of the concrete driveway shall be cut neat and straight with a concrete saw as incidental to tLe cork. �» All pipe culverts and/or pipe aprons shall he removed without damage to either the pipe to be removed or the pipe left in place. Those culverts and/or I' aprons that are not deteriorated shall he delivered to the City of Orono Public Works Garagae, as directed by the Engineer.. �+ 2104.3.1. Disposal: All items removed that are not designated to he deliver- ed to the City of Orono Public Works Garage shell he removed from the pro- ject site by the contractor to a disposal Rite to he selected by the contrac- tor outside the City limits. Such disposal areas shall be approved land fills or property under the direct control of the contractor, in accordance with State and local rules and regulations. No burying of debris nn the project site will he permitted. 2104.4. METHOD_ OF MFASURF.MENT: Bituminous surface removal and concrete �driveway removal shall be measured by area as stated on the Proposal without w regard to thickness. All other items shall he measured by the lineal foot, square vard, or by the number of each strticture removed, as indicated on the Pry ro ial . 2104.5. BASIS OF PAYMENT: Payment for removal shall he at the bid unit prices stated on the Proposal and shall be compensation in full for removal, loading and hauling of material and debris to a disposal area selected by the r contractor, and clean-up f)f the area. O-SA41c Copvright 1985 BoneRtroo, RosenP, Anderlik 6 Agsociateq, lit- 2105. EXCAVATION AND F,MBANK14ENT Specifir Requi.rements 21.05.0. SPECIFICATION REFERENCE: unless otherwise modified or altered herein all sections of the General Requirements shall apply. 710°i.l. DESCRIPTION: This work shall consist of excavating and grading of All streets, within the project area, together with drive- way regrading and shaping as required to properly meet design street grades and widths. 2105.2. MATERIALS: All excavated materials on this project shall he classi- fied as common excavation. 2105.2.2. Common Excavation: Common excavation shall be classified as all .excavations within the street to top of grading grade. Also included in com- mon excavation is driveway regrading and shaping and the removal of any top- soil on black dirt. ?105.3. CONSTRUCTICN RE UIREMENTS: The contractor shall excavate, slope, grade and :-nmpect the subgrade to the required density, stability, cross -sec- tions and elevations as shown on the plans. All temporary drainage channels, ditches and/or culverts shall be maintained, improved or kept operational by the contractor with no direct payment made therefor. The boulevard area and backslopes shall he regraded and sloped to meet and blend into new design street grades. Driveways shall be regraded and shaped as directed by the Engineer to match design street grades. Excess material shall he deposited off the project site. 7105.3.6. Comncting Embankments: Roadwav embankment shall. be compacted by the method known as "Specified Density Method" as outlined in Paragraph Fl of Mn/DOT Section 2105.3. Any drying, disking, harrowing, blading and compacting required to reduce moisture content and to provide the specified density and stability shall be considered incidental to the work. 1105.4. M_FT_HOn OF MFASI!RFMEN_T: Common excavation will be measured by in place cross section prig to construction. The excavation required will be nine inches in depth over the width of the roadway. :IOS.S. HARTS OF PA_WT-Fmi: PPmoval of black dirt and topsoil shall be paid for as common +wxcavation.� Disposal of excess material shall be considered incidental to the work. o-5A41c Copyright 1455 Ronestroo, Rosene, Anderlik 4 Associates, Inc. 0 1t 2105. EXCAVATION AND EMBANKMENT General RecLu i rement s bi 2105.0. SPECIFICATION RFFFRFNCE: Section 2105 of the Minnesota bepartmert of IM Transportat— ion, S� taniiard ech' Specations for Highway Constriction," 1983 Edi- tion and all amendments thereto shall aFiply except as modified of altered in the following General Requirements. PO 2105.1. DESCRIPTION: This work shall consist of the construction of excava- tions and embankments from within the limits of the construction area and the disposal of such excavated materials in accordance with M.H.D. Specification 2105. � ~o 2105.2. MATERTALS: 2105.2.1. Excavation _Material: Classification of excavated materials on each section of the project will be as shown on the plans or as determined by Engi- neer as the work progresses. The excavations will be classified as Common Fxcavation, Rock Excavation, Muck Excavation and Common and Rock Channel Excavation. 2105.2. Common Fxcavation: Shall consist of all excavation materials not class fied below as Rock Excavation, Muck Excavation and Common and Rock Chan- nel Excavation. Common Excavation shall include Suhgrade Fxcavation when a separate item therefore is not included in the Proposal. 2105.7.3. Rock Excavation: Shall consisr of all materials that cannot be ex- cavated without blasting or ripping and all boulders and other detached stones each of which has a volume of 1 cubic vard or more. 2105.2.4. Muck Excavation: Shall cons'sr of the excavation of organic matter that is r: ved from hE•l,)w the natural ground level of marshes, swamps and bogs to provide a stable foundation for the construction of embankments. Sound material above the organic matter shall be removed insofar ap practical as Common Excavation. Wii,n material becomes in4ufficiv,,rIv stable to properly 4s support scraper equipment, the balance of the organic material shall he re- moved as Muck Excavation. ` 2105.2.5. Suhgrade_ Fxcavation Shall consist of all excavation made below the top of the final graded surface of the read not classified as rock or suck excavation. Topsail stripping vhall he included in thiq classification. 40 2105.2.6. Common Channel Fxcavation: Will consist ot rh-. excavation of open ditches or channel changes. 2105.2.7. R,.>ck Channel Fxcavation: Shall eon4ist of the same material class- ification as described above for Ro,_k Fx.,ivation, but on'%, in the Pxcaystion L`f open ditches or -hannel changed. 9 /84 -0024A Copvright 19F4 Ronestroo, k,,ven.•, Anderl ik b Associates, Inc. 2105.2.8. Borrow Material: Borrow material shall consist of all materials excavated from areas designated on the plans as borrow site. All Borrow Exca- vation will he sub -classified as Common Borrow. 2105 3. CONSTRUCTION REQUIREMENTS: 2105.3.1. General: No excavation or embankment shall be done on any area until all ice and snow and all grass, weeds or other vegetation over 6 inches high have been removed therefrom. If it is necessary in the prosecution of the work to interrupt existing surface drainage, the Contractor shall provide and maintain temporary drainage facilities until permanent facilities are com- pleted. The Contractor shall be responsible for proper drainage of all ex- cavations and embankments. Where large boulders or ledge rock are encountered the Engineer shall imme- diately be notified so that proper measurement or profile can be made for pay quantities. All topsoil shall he removed within the construction limits and shall be stoc- kpiled at a location within the site as directed by the Engineer. This work must be done prior to any excavation or embankment work being done on any par- ticular part of the project. All topsoil mist remain on the site and shall be considered the property of the Owner. 2105.3.2. Preparation of Embankment Foundation: Where embankment is to be constructed over swamp, marsh or other locations where the foundation material is unstable, the foundation shall be excavated to remove all or part of the unstable material as indicated in the plans or directed by the Engineer. De - watering required to provide r. stahle foundation for construction of embank- ments will be incidental to the construction. 2105.3.3. Excavation Operation: Excavations in all cases shall be made to the alignment, cross section, and grade as shown on the plans and staked by the Engineer. Excavation of unstable materials below grade shall be done un- der the direction of the Engineer as the subsurface conditions are disclosed. At the ends of cuts the back slopes shall be so modified as to blend into the surface of the original ground. 2105.3.4. Disposition of Excavated Material: Excavated materials shall be utilized to the fullest extent practicable with granular mate*ials generally being placed in the uppermost position of the embankment. Excavated organic material and other excavated material unsuitable for embank- ment construction shall be temporarily deposited outside of the construction limits or as directed by the Engineer. After drying out sufficiently for rempreading, clay material can be spread as part of the boulevard fills and organic material can be spread not over 1 foot deep on the outer 10 feet of boulevards and on the hack slopes of the fill sections. Excess :material shall he disposed of in the adjacent areas as directed by the Engineer. The mate- rial deed not he moved further than normally feasible with a blade or dozer. 210s-: V84-0024A Copyright 1984 Nonestron, RnRene, Anderiik Associates, lnc. Excess Common Channel Excavation shall he deposited as spoil banks adjacent to the excavation. Where the excavation is a channel change, the excess material shall he used to fill the old channel, so far as is practical. Spoil hanks shall be not less than 4 feet from the excavation, shall be neatly shaped and shall be provided with sufficient openings to permit natural drain- age from the adjacent land. No mechanical compaction of spoil banks and fill in abandoned channel, the topsoil in the excavation shall he spread on the top of the fill. 2105.3.5. Placing Embankments; Excavations below subgrade shall be back - filled with selected soil or sand gravel material as specified in the con- tract. Embankment material shall he deposited and spread in relatively uni- form layers approximately parallel to the profile grade and extending over the full width of the embankment. Topsoil may not he used as fill. All topsoil shall be placed and respread on the boulevards and backslopes after completion of the grading. 2105.3.6. Compacting Embankments: Roadway embankments shall be compacted by the method hereinafter described as "Ordinary Compaction". In the "Ordinary Compaction" method, the embankment material shall be deposit- ed and spread in uniform layers approximately parallel to the finish grade and extending over the full width of the embankment. The layers in the upper 3 feet of the embankment shall not be more: than 8 inches thick (loose measure- ment) and those in the lower portion shall not be more than 12 inches thick. Each laver shall be compacted with a tamping roller which has a weight of not less than 200 pounds per square inch of tamping surface on all the tamping feet in one row approximately parallel to the axis of the roller. Pneumatic - tired rollers having a weight of not less than 200 pounds per inch of overall rolling width and vibratory compactors may be used provided they produce a density equal to that which would he obtained with a tamping roller. In any case, compaction shall continue until there is no evidence of further com- paction. Each layer of embankment shall he leveled prior to and in conjunction with compaction operations to insure uniform compaction over the entire area. A crown shall be maintained or the roadway to permit free surface drainage of embankment areas during the grading operation and until final acceptance. 2105.4. METHOD OF MEASUREMENT: Excavation items will be measured by volume of the material in its original position. Volume will be computed by the average end araa method. TnpaoiI stripping in excavation areas will be cross -sectioned along with Common Excavation. Stripping in embankment areas will be cross -sectioned after completion of the stripping operation. The qualiry for stripping in embankment areas 'h;iwn on the plans will he used for pay quantities, unless there is a «ubstantial change in Mans. 210'5 3 9!a-4--00?4A Copvrisht 1984 R�nAstr�+n, Rosene, Anderlik 4 Associates. Inc. 2105.5. BASIS OF PAYMENT: Payment for excavatiot. embankment construction will be made on the basis of the following schedule: ITEM NO. ITEM 2105.501 common Excavation 2105.503 Rock Excavation 2105.505 Muck Excavation 2105.507 Subgrade Excavation 2105.511 Common Channel Excavation 2105.513 Rock Channel Excavation 2105.523 Common Borrow 2105-4 9/84-0024A Copyright 1984 Sonestroo, Rosene, Anderlik 4 Associates, Inc. UNIT Cubic Yard Cubic Yard Cubic Yard Cubic Yard Cubic Yard Cubic Yard Cubic Yard P-4 1 2 211 . AGGREGATE HASP. Specific Reluirements 2211.0. SPECIFICATION REFERENCE: Unless otherwise noted or modified herein, all sections of Ceneral Requirements shall apply. 2211.2.1. AGGREGATE. Aggregate material used for this project shall be in accordance w tl h MST Specific 2211 for Class 5 gravel base (100% rushed). 2711.3. CONSTRUCTION REQUIREMENTS: The subgrade shall he insprcte.i, checked, and approved by the Engineer prior to placement of aggregate base. The aggregate base shall bf, compacted by the method called "specified density" to LOOT standard density. Aggregate base shall ho shaped to a tolerance of 1/4 inch, of the design grade And crown. ?211.3.1. GENERAL: Where water is required for work outlined herein, it shall bt, furnished by tho contractor. The contractor shall water the aggregate placed on this project for dust con- trol as directed by the Fufineer. No direct payment will be made for dust control or water used for the project work. F++s 2211.4. METHOD OF MEASUREMENT: Aggregate base used on this project shall be measured by weight in tons only of material deposited on the ro.idwav as required by the standard cross-section shown on the plans. ».. VIS . to Where, in the opinion of the Engineer, aggregate base is being wasted or used excessively, deductions in the quantity of base for payment purposeF will e made on the basis of 110 pounds per square vard inch of thickness. '211.5. BASIS OF PAYMENT: Pavment for aggregate base shall he by the ton compacted inplace. Aggregate base, as listed on the. Proposal shall include All material required for drivewav repair and'or regrading. Where settlements or depressions occur in the aggregate base resulting from trench settlement, the contractor shall place additional aggregate 'lase with- out further compensation therefor. n-5R41c fopyright 1985 Ronestroo, Rosene, Anderlik b Associates, Inc. AGGRECATF. BASF General Requirements 2211.0. SPECIFICATION RF.FERENCF.: Section 2211 of the State of Minnesota De- partment of Transportation "Standard Specifications for Highway Construction," 19P3 Edition and all amendments thereto shall apply except as modified or al- tered is the following General Requirements. 2211.1. DESCRIPTION: This work shall consist of constructing one or more courses of aggregate base on a prepared subgrade. 2211.2.1. AGGREGATE: The class of aggregate to be used in each course will be shown on the plans or indicated in the Proposal and will meet the require- ments of Mn/DOT Specification 3138. 2211.3. CONSTRUCTION REQUIREMENTS: Construction requirements shall be in conformance with Mn DOT Spec—cification 2211.3 with the following specific re- quirements. 2211.f.1. GENERAL: The base shall he constructed in layers not exceeding three (3) inches to compacted thickness, each of which shall be compacted to not less than 100 percent of Maximum Density. Compaction shall be obtained by the Specified Density Method. Water shall be applied in conjunction w-th mix- ing, spreading and compacting operations, when and in tbe amounts directed by the Engineer. 7211.4. MFCHOD OF MEASUREMENT: Aggregate hasp, of each class will be measured as indicated in the Proposal by weight in tons of material deposited on the roadway. 2211.5. BASIS OF PAYMEN'r: Payment for aggregate base at the contract prices per unit of measure shall be compensation in full for all costs incidental to the construction. No direct pavment will he made for water used in conjunction with the mixing, placing and compacting operations. Item No. Item 2211.501 Aggregate Rase, Class A4-91A Copyright 1984 sonestroo, Rosen•, AnderliM 6 Associates, Inc. Unit Ton on i 2341. PLANT -MIXED BITUMINOUS PAVEMENT Specific Requirements �* 2341.0. SPFCIF1CATIO_N_ REFERENCE: Unless otherwise modified or altered herein all sections of the General Requirements shall apply. ... 2341.1. DFSCRIPTION: This work shall consist of the construction of a plant mixed hinder and wearing course on :4treets, and driveways in the project area. The bituminous hinder course shrill he 1� inches and the bituminous wear course shall he 1� inches as shown on the typical section. r 7341.3. CONSTRUCTION RE UTREME_N_TS: The contractor shall saw cut or jack hammer a square edge at all locations where the new mat will natch the existing bituminous surface. The sgtaring up of the existing surface and removal of material shall he incidental to the bituminous pavement construction. The wearing course shall he placed in 1986. The contractor w will be required to place a leveling course as directed by the Engineer prior to placing the wearing course. is The bituminous wearing course shall he compacted to a minimum density of 97 percent of the standard Marshal density. The bituminous binder course and leveling course shall be compacted to s minimum density of 95 percent of the ° standard Marshal density. 2341.3.7. Proportioning: The percentage of weight of bitumen is estimated at 6.02 for the wear course and S.07 for the hinder and leveling course. 2341.1.3. Treatment of Surface: The h tuminous binder course shall receive a tack coat of 0.05 gals. /sq.yd. , prior to placement of the wear course unless otherwise directed by the Engineer. Placement of the tack coat shall be incidental to the bituminous surfacing. The edges of all existing pavements shall be tacked prior to placing the new surfacing. Is &-SA41C Co"right 1985 lawastroo, Rosene. Anderlik 4 Associates, Inc. 2341. PLANT -MIXED BITUMINOUS SURFACE N General Requirements 16 2341.0. SPECIFICATION REFERENCE: Section 2341 of the Minnesota Department of Transportations, "Standard Specifications for Highway Construction," 1983 Edi- tion and all amendments thereto shall apply except as modified or altered in the following General Requirements. 2141.1. DESCRIPTION: This work shall consist of the construction of a plant - mixed bituminous surface, on a prepared bbse in accordance with M.H.D. Speci- fication 2341 or as modified herein. 2341.2. MATERIALS: 234,.2.1. Aggregate: Aggregate sha �t the quality requirements of M.H.D. Specification 3139 for B.A. -1 Aggreg. 2141.2.2. Bituminous Materials for Mixture: Bituminous materials for mixture shall conform to M.H.D. Specification 1-IT-1—for Asphalt Cement AC-1, 85/100 or 120/150 penetration. 2341.3. CONSTRUCTION REQUIREMENTS: 2341.3.1. Field Laboratory: It is not required that the Contractor furnish a field laboratory at the plant site. All tests required shall be paid for by the Owne The Contractor is responsible for notification of the Engineer as to pit ._ ation, bituminous supply, scale location and :any other correlated items two weeks in advance of starting time so thFt adequate control measures can he established. 2341..3.2. Bituminous Pavers: Pavers used on the project shall be equipped with an automatic screed control. 2141.3.3. Treatment of the Surface: If so indicated in the plans or directed by the Engineer a prime coat shall be applied in accordance with Specification 2358. A bituminous tack coat shall be applied to existing bituminous and con- crete surfa^ps and as directed by the Fng,neer in accordance with Specifica- tion ?357. 2141.1.4. Pro ortioning: The percentage, by weight, of the bituminous mate- rial in the mixture shall he within the following limits as determined by a Job Mix formula furnished by the Contractor: Tvpe of Bituminous Asphalt Cement 9/84-25A ropyriRht 1484 Ronestroo, Rogone, At-le-r 1 ik 6 Associates, Inc. Patching. Leveling And Binder Course 4.5 - ti,(! 2341-1 Wearing Course 4.7 - 6.5 2341.4. METHOD OF MEASUREMENT: 2141.4.1. Bituminous Mixture: The bituminous mixture for each "course" and for patching mixture, including the bituminous material incorporated therein will be measured separately by weight, based on the weights of the loads haul- ed from the mixing plant. Loads shall be weighed on approved scales furnished by the Contractor. 2341.4.2. Bituminous Materials: All bituminous materials which are incor- porated into mixtures will be measured by weight. Extraction tests provided by the Owner shall be used to measure the bituminous material for mixture. 2341.5. BASIS OF PAYMENT: Payment for "Bituminous Mixture in Place" for each course at the contract price per tor, shall be compensation in full for all costs incidental to its construction except the bituminous materials used. Payment for the "Patching Mixture" at the contract price per ton shall be cor- pensation in full for all costs incidental to the placement of patching mix- tures under this specification (including the removal and disposal of the un- suitable materials) and including the bituminous material incorporated therein. ITEM NO. ITEM 2341.504 Bituminous Material for Mixture 2341.508 Bituminous Mixture for 'gearing Course 2341.510 Bituminous Mixture for Binder Course 2341.512 Bituminous Mixture for Leveling Course 2341.518 Bituminous Mixture for Patching 9 i 84- 2 5A Copyright 1984 Soneetron, RoR••ne, Atidorlak i Associates, Ins. UNIT Ton Ton Ton Ton Ton 2575. TURF ESTABLISNMFNT Specific Requirements 2575.O. SPECIFICATION REFERENCE: Unless otherwise modified or altered here- in, all sections of the General Regt.iirements shall apply. 2575.1. DESCRIPTION: This work shall consist of see3ing boulevard areas and back slopes including sewer service line trenches. 25'5.2.1. Seed: The seed mixture shall he Mixture 2575.2.4. Mulch Material: All areas seeded shall be covered with Type 1 mulch. disk anchored into the soil. 1575.3. CONSTRUCTTON REQUIREMENTS: Topsoil will have to be supplied by the contractor. Three 0 "i inches of topsoil is required on all areas to be seeded. 2575.3.6. Maintenance: The contractor shall maintain seed and sod in accord- ance with Mn_rD_OT Section 2575.3., Paragraph 11, except that the contractor shall be solely responsible for replacement and/or repair of any seeded area that may wash -out or erode or fail to grow prior to acceptance with no -',Ii- tional compensation therefor. Where the contractor has trespassed on -e property or has excessively damaged lawn or boulevard areas due to c. ness or negligence, such areas shall be restored with no additional c - ti,3n therefor. 2575.5. BASIS OF PAYMENT: Seeding shall he paid for at the bid unit per acre as stated on the proposal and shall include geed, three inches -f topsoil, fertilizer, mulch and all miscellaneous work. n-5841c rnpvright 1485 Ponestroa, Posen«, Anderlik 6 Associates, Tnc. 2575. Tl1RF ES'rABI.ISHMENT General Requirements 2575.0. SPECIFICATION REFERENCE: Section 2575 of the Minnesota Department of Transportation "Standard Specifications for Highway Construction" 1983 Edition and all amendments thereto shall apply except as modified or altered in the following General Requirements. 2575.1. DESCRIPTION: This work shall consist of establishing ground cover on designated areas in accordance with the plans and as specified herein. 7575.2. MATFRIAI.S: 2975.2.1. Seed: All seed required on the project shall he furnished by the Contractor and meet the following requirements: A. All seeds Oall conform to the requirements of the latest Reed laws of the State of Minnesota, including those governing weed seed tolerances. B. Purity and germination requirements listed below shall he met. Purity Germination Common b Botanical Name Minimum_ 'Z Minimum % Birdsfoot Trefoil, Fmpire (Lotus C-rniculatUR) U7 85 White Clover (Trifolium Repens) 99 82 Park Kentucky Bluegrass (Poa Pratensis) 95 82 Perennial Rvegrass (Lolium Perene) 99 92 Smooth Rromegrass (Brumus lnermis) 90 85 Red Top (Agrostis Alha) 92 87 Timothy (Phelum Pratense) 99.25 90 VC. The Reed mixture shall he one of the mixtures listed below as required in the Specific Requirements. Mixture Mixture 60 _`� 40" Park Kentuckv Bluegrass 20% Timothy 14% Smooth Rromegrass 42.9% Smooth Bromegrass 04 62 Red Top 28.6% Perennial Rvegrass 8% Timothv 9.5`' Birdsfoot Trefoil, Fmpire 2nt Perennial RyeRrass 6% White Clover 6% Birdsfoot Trefoil, Empire ke 2575.2.2. Topsoil: Topsoil used on this project shall be in general accordance with the material IP,crihei as Topsoil borrow in Mn/DOT Bpocifice ion 3R97 and may contain a maximum of 20 percent organic material. I 71,p y,radnt ion req,iir-ments wi 11 !,,. waived on topsoils natural to the site. ,,r 8/84-h2Pa f r�1+vr .Rht laK`. Ronestroo, Ro%ene , A!! is r ; i k b Associates Inc. M 2575.2.3. Sod: Sod shall be cultured sod of a good quality. It shall be densely rooted Bluegrass or other approved grasses, free of noxious weeds and objectionable grasses Before cutting, the sod shall he raked free of all debris and the grass cut to a length of approximately two (2") inches. All sod shall be cut in uniform strips not less than eighteeen (18") inches in width. The thickness shall be such as to contain practically all of the dense root system of the grass, but never less than 3/4 inch. 2575.2.4. Mulch Material: Mulch material shall conform to the requirements of the following types with the type being specified in the Specific .• Requirements. Type 1: This type shall consist of grain straw, hay and cuttings of agricultural grasses and legumes. The material shall be relatively free of «. seed bearing stalks of noxious grasses or weeds. Type 2 6 3: This type mulch using emulsified asphalt shall not be used on the project. - Type 4 to 7: Mulch type 4 through 7 shall be as described in Mn/DOT Specification 3882 and shall he required when specified in the Specific_ Requirements. 2575.2.5. Fertilizer: Fertilizer furnished under this specification shall he a commercial grade containing at Iea9t the minimum nitrogen, phosphorus and potash specified as 12-12-12. 2575.2.6. Jute Fabric: Jute fabric shall meet the requirements of Mn/DOT Specification 389). 2575.2.7. Wood Fiber Blankets: Wood fiber blankets shall be in accordance with Mn/DOT Specification 3885. 2575.3. CONSTRUCTION REQUIREMENTS 2575.3.1. general: The areas to he seeded or sodded shall be covered with three (3) inches of suitable topsoil or as stated in the Specific Requirements. On the areas where mulch is required, the mulch must not lag the seeding by more than 24 hours. 2575.3.7. Soil Preparation: Immediately in advance of the sodding and seeding the areas shall he raked clean of all stones, clods, roots and other 'whjectionabie matter. The areas to be sodded nr seeded shall be reasonably swooth and blend with the contour of the u],joining areas. The finished surface shall he flush with or slightiv below the surface of adinining turf, wall-4, curbs., etc. Prior to sowing the seed or placing sod, the ;.oil shAil ht loosened to a depth of aphroximately three- +.71 inches 'rainy Ais-:s, harrows, field diggers or other sultshIe cuItivarin- ayuipme•nt. HiR4-•h29a ('oV.vrl1rht Iq*� Sonestroo, R„aene, AnA,.I1iK 4 Aesociatex, Inc. ro !P 2575.3.3. Applying Fertilizer: Fertilizer shall be Commercial Grade 12-12-12 applied at the rate of 200 pounds per acre unless otherwise specified in the �r Specific Regt.ii.rements using mechanical spreading devices which provide uniform distribution of the material over the designated areas. 2575.3.4. Sowing Seed: Seeding shall be done as soon as possible after �4 finish grading has been completed. A The rate of application and season of planting shall be as follows: 1g Mixture Pounds Per Acre Season of Planting 5 50 April 1 - Sept. 15 7 70 April 1 - Sept. 15 F H. The seeding date restrictions may be modified and dormant seeding will. be allowed subject to the approval of the Engineer. Seed shall be sown by means of mechanical or hydro spreading of the seeds at the specified rate of application. An agricultural type seed drill will be required only where mulching is not specified. 2575.3.5. dying Mulch: The rate of application of Type I mulch shall be approximately two (2) tons per acre. The mulch shall be anchored with a disc, clodbuster or other approved equipment. This equipment shall anchor the material by punching it into the soil to a depth of approximately 2 to 3 inches. The anchoring equipment shall be operated in a general direction at right angle to the direction of surface drainage wherever practical. All mulch shall be anchored the same day as it is placed. Applying other types of mulch material shall he in accordance with Mn/DOT Specification 2575.3E. 2575.3.6. Placing Sod. All sod shall be placed within 24 hours after being cut. During this period, it shall be protected against drying out by being covered as may be necessary. The sod strips shall be carefully placed by hand, beginning at the bottom of the slope and progressing upward. The length of the strips on slopes shall he as nearly as practical at right angles to the slope. The strips shall be laid with staggered joints and the edges of all strips shall be tightly pressed against the edges of adjoining strips. Sod laid adjacent to existing turf shall he neatly butted to the existing turf with no overlapping allowed. Overlapping of sod strips, shingle 9tyle will be required in waterways where directed by the Engineer, in which case the sod strip shall be laic! at right angles to the flow of water. Although pegging of sod is not specifically required, it is understood that the contractor will be responsible for the successful establishment of the sod including repair or replacement of sod which becomes displaced or damaged due to the lack of protection. 8 /84-6 2'Aa Copvright 19k Ronestroo, Romonr, Anderlik b Associates, Inc. After the sod has been placed, the sod shall he pressed into the underlying soil by rrlling or tamping. — 2575.3.7. Placing Erosion Mats: Erosion mats shall be installed in accordance wi h Mn DOT Spec met on 2575.3.C. 2575.3.A. Maintenance All sued placed under the contract shall he watered and maintained by the contractor until acceptance by the Engineer. Upon being placed, the sod shall he maintained for at least 30 growing days before final acceptance will be made. During the maintenance period, all sod which is presumed dead, damaged, or has become infected with weed= shall he replaced with new sod as directed by the Engineer. When so directed by the Fngineer, the contractor shall reseed anv areas on which the original seed has failed to grow. if mulching is required on the project, the reseeded area shall also be remulched. Until final acceptance of the work, all mair.tcnance and repair work shall be performed at the expense of the contractor, except that the additional seed and mulch material used for reseeding and remulching will he measured and paid for at the contract unit prices. 2575.3.9. Acceptance of Work: Seeding will generally be accepted by increment area upon satisfactory complet.on of the feeding and mulching and anchoring if specified. Acceptance of seeding will relieve the contractor of responsibility for maintenance except for reseeding and remulching as directed by the Fngineer. Upon satisfactory placement of the original sod, payment tar sud placed will be authorized At the contract unit price subject to retainage provisions of the Conditions of the Contract. Upon expiration of the sod maintenance period, the contractor shall immediately replace all presumed dead and damaged sod, or sod which has become infected with weeds. Areas replaced with new sod shall have the maintenance period extended by 20 days after replacement. Final payment shall not be made +rntil after the maintenance period or extended period and acceptance by the Engineer. 2575.4. METHOD OF MEASUREMEMT: 2975.4.1. Sped in&: Seeding will he measured by original area se,.ded. Areas req+tiring reseeding where the original seed has tailed to grow will not be added to the original measured area. 2575.4.2. Seed: All seed furnished and applied for both the original seeding and reseeding shall he measured by the weight nt each mixhire used. 357R,4.1. Mulch: Mulch materials will he measured svparat ely by weight of each type f�rniehpd and acceptshly applied mulch material us-•d in remulching will he measured by weight and Adfled to the m++lch +1,.+antitiem r+ttt.i.n.illy used. S/H4-.h7Na ropvright 1044 Roneatroo, Rosene. Anderlik : Associates, Inc. 2575.4.4. Dirac Anch(jriDisc anchoring of Type 1 mulch will be measured by the area in acres of mulch disced acceptably. 2575.4.5. Fertilizer: Commercial fertilizer will he measured by weight for each kind furnished and applied. 2575.4.6. 7.,ddi_njL. Sodding will he measured by the areL endded and accepted based on actual measurements taken along the surface of the acd. No additional payment will he made for areas resodded. Where sod is placed shingle style in waterways, the product of the Rod strip length and the number of strips placed will he used as the measurement. 2575.4.7. Erosion Mats: lute Fabric and Wood Fiber Blankets will. be measured by the area covered. 2575.5. BASIS OF PAYMENT: Payment for Turf Establishment items at the contract prices per unit of measure shall be compensation in full for all topsoil, materials, preparation, installation and maintenance on the basis of the following schedule: Item No. Item Unit 2575.501 Seeding Acre 2575.5c;2 Seed, Mixture Pound 2575.505 Sodding Square Yard �575.511 Mulch Material, Type ___ Tun 2575.519 Disc Anchoring Acre 7575.521 ,Jute Fabric Square Yard 2575.523 Wood Fiber Blanket Square Yard 2575.531 Commercial Fertilizer Ton 8/M4-A2As ropvright 1984 Ronestron, Rosene, Anderlik Inc. r24,000. SFWF.RS Specific Requirements 24,000.0. SPECIFICATION RFFF.RENCE: Unless otherwise modified or altered N herein, all sections of the General Requirements shall apply. i 24,000.2. MATERIALS: Ductile iron pipe shall be Class 52. PVC sewer pipe w shall he ASTM D 1034, Schedule SDR 35. RCP shall he Class V. 1 24,000.2.1. MANHOLE AND CATCH BASIN CASTINGS: Manhole frames and cover shall he Neenah R-1642-I+ or approved equal with two concealed pick holes. Catch basin castings shall he Neenah R3290A. 24,000.2.K. PRE -CAST CONCRETE MANHOLES: The cone section of the manhole is shall be reduced to a 27 inch diameter opening by use of an eccentric pre -cast cone made expressly for this purpose. On manholes 8 ft. deep and greater the pre -cast section immPdiate'.v below the �� cone section shall be one W ) foot in height. i The Contractor should note that pre -cast manhole joints shall he of the rubber is 0-ring gasket joint. 1+ 24,000.3. CONSTRUCTION REQUIREMENTS: The working area available for construction operations is very limited in some areas where sanitary sewer piping is to be placed. Therefore, the contractor will be required to review construction procedures with the Engineer prior to proceeding with the pipe installation in any area. In most areas, the contractor will not be allowed to sidecast material excavated from the trenches for pipe installation. Material excavated from the trenches shall be backcast to minimize disruption of the area. The use of sewer boxes to limit trench width will be required in certain areas of the project. The use of the sewer box shall be incidental to the sewer line construction. Excess material from the sewer trench excavation shall be disposed of off the t Project site by the contractor. r4 The contractor shall construct drop manholes with outside drop structures in accordance with standard Plate No. 1-5. care shall he exercised so that all joints are watertight. The crossing of the Burlington Northern Railroad and County Road No. 146 shall be done in one jacking operation as shown on the plans. Joints shall be welded joints on the stub casing pipe. The void inside of the casing pipe around the carrier pipe e`,911 he filled with sand. The ends of the casing pipe shall be capped with a loose mixture of brick and mortar. Pavment to the contractor shall he at the unit price per foot of jacking as indicated in the proposal which shall include anv costs for sheeting and dewatering. 24,00n-1 ■" 0-5941c Copyright I9A5 RoneRtroo, Rosene, Anderlik b Associates, Inc.. A } The contractor shall be required to cut into a plug on the existing force main as shown on the plans. The cut -in shall be incidental to the force main N construction. t The City has applied for permits required from the Burlington Northern Railroad and the Hennepin County Highway Department. All the requirements of these permits shall become a part of these specifications and be fully complied with by the contractor. The contractor shall post any bond required to obtain the permits. N j Dewatering for sewer construction may be required throughout the project to prevent trench water from entering the pipe and to provide suitable conditions M for laying pipe. All dewatering costs required to complete the work shall be 1. considered incidental to the project. Existing driveway and street culvert removal is required as a part of this construction. The street and driveway culverts shall he replaced with new 12" (' RCP at the unit price as bid in the proposal. 24,000.3.E.5. STAPTLTZATION: Where, in the opinion of the Engineer, unsuit- able material exists below the pipe, rock stabilization shall be used to in- sure proper bedding. Material shall be 3/4 minus rock, well graded and com- pacted in place below the pipe. Contractor's attention is directed to Para- graph 24,000.3.E5, of the General Conditions. Payment for stabilization shall be by the ton in place at the bid price as stated on the proposal and shall include all m;--cellaneous costs. Where, in the opinion of the Engineer, rock stabilization material is being wasted or used excessively, reductions will be made in the amount of material measured for payment purposes. All PVC sewer pipe shall he instniled and bedded in accordance with ASTM specification D-2321, "Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe." Bedding requirements shall include mech- anical compaction of sand and gravel material surrounding the pipe to at least ninety-five (95%) percent of maximum density as described in AS"rM Methods D698 to prevent deflection of the pipe cross-section. Payment for such bedding and compaction operations shall be considered incidental to the installation of the sewer p'->A. Where existing soils are of non -granular nature, the Contrac- tor shall furnish sand or gravel material for pipe bedding as incidental to w the cost of the pipe. The Owner reserves the right to measure deflection of PVC sewer pipe 30 days p after placement of backfill material in the trench. Deflections greater than five (52) percent of the inside pipe diameter shall be considered failure of 1 the bedding procedure and the Contractor shall be required to re -excavate the M trench and provide additional compaction along the side of the sewer pipe with no additional compensation for such work. 24 , n00- 2 0-5841c Copvright 1995 Ronestroo, Rosene, Anderlik 6 Associatoo, Inc. I I 24,000.3.J. TFSTING FORCE. MAIN PIPE LINES: 24,000.3.J.1. Pressure_ During! Tests: After the pipe has been laid and partially backfilled as sn, ified, all newly laid pipe shall be subjected to hydrostatic or air pressure of 100 lbs. per square inch. The test must be c(,ducted under the observation of the Fngineer and with his approval. 24,000.3.J.2.. Duration of Pressure Tests: The duration of each pressure test shall be at least 10 minutes. 24,000.3.J.3. Procedure: All pipe or sections thoro,f ;hall be slowly filled with water from a safe source if a hydrostatic test is used and the specified test pressure, measured at the lowest point_ of elevation, shall he applied by means of a pump connected to the pipe in a satisfactory manner. The pump, pipe connection, gauges and all necessary apparatus shall be furnished by the contractor. Gauges and measuring devices must meet with t.! approv 1 of the Fngineer and the necessary pipe taps made as required. 24,000.3.J.4. Welling Air Before Test: Before applying hydros-,atic test pressure, all air shall be expelled from the pipe. To accomplish this, Laps shall be made, if necessary, at points at highest elevation and afterward tightly plugged. 24,000.3.J.5. Examination Under Pressure: All e:�posed pipes, fittings, valves and _joints will be carefully examined during the open trench test. Any crack or defective pipes, fittings, valves or hydrants discovered in consequence of the pressure test shall be repeated until satisfactory to the Fngineer. 14 24,000.3.J.6. Permissible Leakage., A drop in pressure over the 30 minute (� test period exceeding 3 pounds shall be cause for .ejection of the project. All leaks shall be corrected and the test repeated until the pressure drop is •hin the 3 pound limit. 1J 811 14,000.3.J.7. Conductivity: Conductivity shall be provided throughout the ')rce main system by use of copper straps or approved conductive gaskets with ;r (:,p,er inserts. All fittings shall be mechanical joint with copper straps. is Lea•A tipped gaskets will not be approved for conductivity. Copper jumper straps between section, of pipe shall be not less than 1/16" r 3/4" strap bolted to shop welded pipe straps of the same size. Bolts shall be 5/16" diameter bronze. For all locations where shop welded straps are not available, field welds shad be made using the radweld method with size 32 cartridge. Each field weld shall be properly made after filing the surface of the pipe to a clean bare metal over the entire area of the weld. Straps bolted to mechanical joint fittings shall be not less than 1/16" x 115". All straps shall ho securely fastened and hackfill placed so as to not damage they conductivity. M I Is 24,000-3 0-5841c copyright 1985 Aonestroo, Rosene, Anderlik. 6 Associates, Inc. 24,000.6. BACKFILLING: Backfill on all pipe shall be compacted with a hand operated mechanical tamper to a point 1 foot above the pipe in 6 inch lifts. The remainder of the trench shall be backfilled in one foot lifts to the top of the trench. The backfill material shall be compacted to 95% of the stand- ard moisture density relationship of soil (ASTM 0698-70) below the top three feet of the trench. The top three feet of the trench (exclusive of street surface section) shall be compacted tc 100% density. Any settlement of street surface in excess of one W') inch as measured by a ten foot straight -edge within the warranty period shall be considered failure j of the mechanical compaction and the Contractor shall be required to repair such settlement with no additional payment therefor. 24,000.8. METHOD OF MEASUREMENT: All sanitary sewer trench excavation will he measured it linear feet of trench according to the depth classifications outlined on the Proposal. All storm sewer trench excavation will be measured by the lineal foot without regard to depth classification. Cont'-actor's R attention is directed to Paragraph 24,000.8.C. of the General Requirements. to IM It 04 1t r►-SA41c Co pvright 1985 Sonestroo, Rosene, Anderlik b Associates, Inc. 24,000-4 24,000. SEWERS General Requirements 24,000.1. DESCRIPTION: This work shall consist of the construction of sewers in accordance with the requirements of the Contract. Under the numbering sys- tem used herein numbers 24,000.2 - 24,000.2.M inclusive, deal with Materials; 24,000.3 - 24,000.7.A inclusive, deal with Construction Requirements; 24,000.8 - 24,000.8.K inclusive, deal with Method of Measurement and beginning with 24,000.q - 24,000.9.M, deal with Basis of Payment. It is intended that when the Standard Specifications do not cover the subject matter necessary to be onvered, additional numbers in the appropriate section may be utilized in the Specific Requirements and the numerical sequence preserved. ?4,000.1.A. WORK INCLUDED: The Contractor shall, unless specified otherwise, furnish all materials, equipment, tools and labor necessary to do the work re- quired under his contract and unload, haul and distribute all pipe, castings, fittings, manholes and accessories. The Contractor shall also excavate the trenches and pits to the required dimensions; sheet, brace and support the ad- joining ground or structures where necessary; handle all drainage or ground- water; provide barricades, guards and wnrni • lights; lay and test the pipe, castings, fittings, manholes and accessorir,, backfill and consolidate the trenches and pits; maintain the surface over the trench; remove surplus exca- vated material; and clean the site of the work. The Contractor shall also furnish all equipment, tools, labor and materials required to rearrange sewers, conduits, ducts, pipes or other structures en- countered in the installation of the work. tll the work to completely con- struct the sewer facilities shall be done in strict accordance with the con- tract documents to which these General Requirements are a part. 24,000.1.8. SPECIFICATION REFERENCE: In these General Requirements reference is made to the Minnesota Department of Transportation Specifications which �f shall mean the "Standard Specifications for Highway Construction" of the Minnesota Department of Transl rtation, dated January 1, 1983 and subsequent l� amendments. fR' 24,000.2. MATERIALS: The materials used in this work shall be new and con- form to the requirements for class, kind and size of material specified below or as altered or more specifically described in the "Specific Requirements", "Special Provisions" and "Proposal". j� ?4,000.2.A. CLAY PIPE: Clay sewer pipe and fittings shall conform to the re- quirements of the current A.S.T.M. Specification C-700 for extra strength clay sewer pipe. Extra strength pipe shall he used for all Vitrified Clay Sewer Pipe on the project. 24,000.2.R. POLYVINYL CHLORiDF. SEWER PIPE: Polyvinyl chloride sewer pipe and fittings shall be produced by a continuous extrusion process using Type 1, Grade 1 material as defined in A.S.T.M. Spec. D-1784. The design, dimensions and wall thickness Shall he in arco:dnnce with ASTM Spec. D-3034, SDR 35. 2!, , 000-1 2/A4/4SS4h ro,jv l- i gh t 1494 l�onratr)o Rosene, Anderl:k b Assotiat•e, Inc. V, 24,000.2.C. REINFORCFD C_ON(7RF,TF SEWER PIPE: The sewer pipe shall conform to the requirements of the Standard Specifications for Reinforced Concrete Sewer Pipe, A.S.T.M. Designation C-76 of the class designated on the plans and in the Proposal. 24,000.2.D. CORRUCATF.D METAL PIPE: Corrugated metal pipe shall conform to the Standard Specifications for Corrugated Metal Pipe Culvert of the A.A.S.H.O. Specification M-16 with exceptions and additions as noted in Minnesota Depart- ment of Transportation Specification 3226. The kind of base metal and gauge is stated in the "Specific Requirements". If any special coating is required, it will be stated in the "Specific Requirements". 24,000.2.E. DUCTILE IRON PIPE: Ductile iron pipe shall conform with the re- quirements of AWWA Standard C151 of the class and type stated in the "Specific Requirements". All ductile iron pipe shall have mechanical or push -on type joints and shall have a standard thickness cement mortar lining in accordance with AWWA Standard C104. Where ductile iron pipe is used as a pressure line receiving discharge from a pumping station, all joints shall be electrically conductive by use of copper straps or approved conductive gaskets with copper inserts. 24,000.2.F. CAST IRON FITTINGS: Where ductile iron pipe is furnished, fit- tings shall be mechanical joint in accordance with AWWA Standard C110. All fittings shall be designed for 150 psi working pressure. All fittings shall have a stands 1 thickness of cement mortar lining in accordance with AWWA Standard C104. Ductile iron fittings in accordance with AWWA Standard C-153 are considered equal. 24,000.2.G. JOINTS AND JOINT MATERIALS: 24,000.2.G1. Clay Pipe: Clay pipe joints. shall be rubber or plastic type compression joints in accordance with A.S.T.M. Spec. C-425. Plain -end vitri- fied clay pipe may be used which employ Type B compression couplings in accor- dance with ASTM Specification C594. 24,000.2.C2. Polvvinvl Chloride Pipe: Polvvinyl chloride pipe joints shall be bell and spigot type with solvent cement applied in accordance with the manufacturer's recommendations. Casketed push -on type joints are considered equal. 24,000.2.G3. Concrete Pipe: Reinforced concrete pipe joints shall meet the requirements of ASTM Specification C-361 and shall be the Bureau of Reclama- tion Type R-4. Deformed concrete pipe shall he jointed with material similar to Ram-Nek, Hamilton Kent, Kent Seal No. 2 or equal gasket material applied in Accordance with manufacturer's recommendations. 24,000.2.G4. Ductile Iron Pipe: Gaskets for mechanical joint and push -on joint pipe shall be designated and manufactured to exact dimensions to assure a liquid tight joint. All joints for pipe used as a pressure line shall be installed with an electric contact through every joint. Joints shall conform to AWWA Standard C1I1. 24,000-2 VA4; 4554h Copyright 1984 nonestroo, Rosene. Anderlik Associates, Inc. 24,000.2.r,5. Corrugated Metal_ t'iSe� Corrugated metal pipe shall he Joined using coupling hands in accordance with Minnesota Department of Transportation Specification 3226. 24,000.2.H. MANHOLE? AND CATCH BASIN FkAMES 6 _CO_VF_RS: Cast iron for both man- holes And catch basin frames And-c.�vers shell he of the beat Krnde of cast iron, free from all injurious dtrfectR and flaws and shall he Class 35 iron in accordance with A.S.T.M. Spec. A-48. Sand blasting prior to coal tar pitch Est varnish finish is required. Bath the surface (if the cover and frame in ca..- tact shall he machined for non -rocking protection. The words "SANITARY SFWFR" or "STORM SFWF.R" shall he cast on top of Hach manhole t•over in two inch let- ters where each is Applicable. All manhole castings shall he furnished with two concealed type pick holes of A design approved by tho Fngir.eer. The type, style and weight ­f all manhole castings, special coatings and catch k<i hA,�in castings shall hi- as stvpd in the "Specific Requirements". 24,000.2.I. MANHOLE. STEPS ?4,000.2.I1. Cast_ Iron_Man_h_o_le StPps� Cast iron manhole steps shall he MAnu- facturod from hi -test, metal having a minim,im tensile strength 35,000 po+inds per square inch. All manhole steps shall ho Neenah Foundry Step No. R-1481J, Badger F-15 or equal. i1 24,000.7.12. Aluminum MAnhole Steps: Aluminum manhole steps cif a dneigr eim- +` ilar to the cast iron steps specified may he used. Aluminum manh,11e steps shall he made of Apex Ternalloy No. 5 aluminum alloy. i� 24,000.2..1. FRE-CAST CONCRETE M_A_NHOLF_S: Precast concrete manholes shall be used for all manholes more than 6. 5' deep from rim to top of pipe and shall t" conform to the requirements of A.S.T.M. Desig.-iation C-474. Segmental block may be used for the lower portion of manholes over large diameter pipe up to the top of the largest pipe. Unless otherwise stated, the internal diameter -hall be four feet. The upper section of tli­ manhole shall be reduced to a smaller diameter opening by use (.of an eccentric pre -cast cone made expressly Fo for this purpose. on manholes fi ft. deep and greater the precast section to- mediately below the cone section shall he one +11 font in height. The verti- cal wall of the cone shall he on the downstream side ,if the manhole, except for pipe 36 inches in diameter or strPAt. where steps will placed to pro- vide the most s,.iitable access. A of 2 rirlis and a maxisnim of four rings of adjustment shall he allow manholes shall he watertig!,r. Pre- cast manhole joints shall he rubber i­ring RAakj-t type. All manhole steps B3 shall he securely and neatly mortared in place. All lifting holes shall be neatly mortaredt up. Manh.tle haves may he- pro-caat or poured in place. Poured in place bases must be acceptably .tired before the manhole sections are placed on the hardened slah. The inverts of all manholes shall he shaped to the halt section of e(viivili-w sire pipe conformin¢ t,, the inlet and -wut1At pipe so as to Allow for a free uninterrupted flow with All surfaces glopinp to the tl,w line. Manholes may be supplied with preformed invette, a: i watertigt;t pier. connections for all lines 1," in diameter or emA11"r. 2/44/4554h rnpvright 14M4 bonestroo, Rosene, Anderlik 4 Associates, Inc. All manholes, catch hasin manholes and catch basins shall be constructed in accordance with the detail plates included in the contract documents. Where manhole or catch ha.sin depths are less than h.5 feet from rim to top of Pipe, they shall be built with precast concrete manhole sections and a precast concrete manhole slab with offset openink suitable for street loading. Where manholes are constructed using a precast concrete manhole top sla11, the pre -cast section immediately below the slab shall he on (1) foot in height. "Mini -Tee" type precast manhole bottom sectinne m.v he used for the installa- tion of all small diameter concrete pipe Fewer'; in lieu of the construction method descrihed above. 24,000.2.K. PRF-CAST SEGMF:NTAI. BLOCK: Eight inch precast segmental radial block may be used fur the lower portion of manhole over large diameter pipe and for shallow manholes and catch hasins. Concrete used in the manufacture of these blocks shall conform to the requirements of A.S.T.M. "Specifications for Concrete h Masonry 1!nits for Cronstruction of Catch Basins 6 Manholes", Serial Designation C-139. The exterior of all block manholes shall be plastered with one-half inch of mortar .-as per Paragraph 24,000, s,.C. 74,000.2.I,. CONCRF'TE__MAT_ERIALS: Concrete for monolithic concrete manholes and all manhole base. shall consist of Stdndard Portland Cement Ttipe 1, .:lean wa.hed sand and crushed rock and gravel free from deleterious materials. Portland cement shall conform to A.S.i.M. Specifications, Portland Cement Tvpe I, Standard Serial Designation G-15p. Gradation shall be subject to the ap- proval of the Engineer with proper water -cement ratio to obtain a concrete testing not leha than 3000 pounds per square inch in 28 days. 2 1000.2.M. MORTAR_ MATERIALS: Mortar used for laving up concrete block or brick manholes or used for plastering lift holes and exteriors of manholes shall consist of Standard Portland Cement Tvpe I, Standard Serial Designation C-150. Lime shall conform to specifications for normal finishing hydrated lime, A.S.T.M. Serial Designation C-6 or specifications for hydraulic hydrated lime for structural purposes, A.S.T.M. Serial Designation, C-141. gradation shall he subject to the approval of the Engineer. 24,000.1. CONS'CRUCTION REQUIREMENTS. 24,000.3.A. INSPECTION: 24,000.3.AI Of Materials at Factory: All materials, whether furnished by the Owner or by are subject. at the discretion of the Chrner, to inspection and approval At the plant of the manufacturer. 24,000.1.A2, tof Materials at Deliverer Point: During the process of unload- - — _- -- -_ ing, all pipe ao a esenries shell he ►-r---nspe-cted by the Contractor for loss or damage in transit. No 0,ipment of material shall he accepted by the Contrac- tor not i 1 (�r lonle®n notation of Any to-t or damaged material shall have been ~ made on the hill of lading by the agent of the carrier. I., , W)rr-4 2 / 84/45`i4h CnpvriRht 1984 Konrstr,,I�, R.,sene, An•ler 1 ok 6 Associates, Inc. 1 24,000.3.A3. Field In4pection: A11 pipe an:l accessories shall bo. I:lid, jointed, tested for defects and for infiltration in the manner herein speci- fied as directed by the Fngin(-r ana auhj=act tc, his approval. 24,000.3.A4. Dis osition of Defective Material: All material found during the progress of the work ko have- cracks, flaws or other defects will be re- jected by the Engineer and the Contractor shill promptly remove from the site of the work s±.ich defective materi:nt. 24,000.3.8. ►ONTRA('TOR'S RESPONSIBILITY FOR MATERIAL: 24,n00,3.H1. l spo 7JIFIT1ty for Matertal F'urntshed by''ontractor: The Con- - - -- --------— tractor shall be responsible for all material furnished by him and he shall replace at his own expense all such material that is found to be defective in manufacture or that has become damaged after delivery by the manufacturer. 24,n00.3.R?. Responsibility _for _Safe Store; The Contractor shall be re- sponsible for the :safe storage of material furnished by or to him, and ac- cepted by him, and intended for the work, until it has been incorporated in the completed project. 24,000.3.C. HANDLING PIPE_ b ACCESSORIES: Pipe and other accessories shall, unless otherwise directed, be unleaded at the point of delivery, hauled to and distributed at the site of the project by the Contractor; they shall at all times he handled with care to avoid damage. Z-4,000.3.D. ALICN?1ENT 6 CRADF. 6 1�NDFRrR1WNf) SUR1:AC: 6 OVERHEAT)-11TII.ITIES 24,n0o.3.D1. General: All pipe shall belaid and maintained to the required line.% and grades; with tees, wyes, catch basins, special ecru^cures and man- holes nt the required location9; and with joints centered and spigots home. 24,000.3.D2. Fxistin Utilitiee: Existinc water and Fewer mains, and other underground utilities, are shown on the plans only by general location. The Owner does not guarantee that the utilities are complete «r that the locations to are as shown on the plans, and the Contractor shall be solely responsible for verifying the exact location of each of these utilities, without additional IN compensation. Prior to the star" of any construction, the Contractor Shall notify all utility companies having utilities in the Project Area. The Con tractor shall have sole responsibility for providing temporary support and for e1 protecting and maintaining all existing utilities in the Project Area during the entire period of construction, including but not limited to the period of excavation, backfill and compacti:±n. In carrving. o,it this responsibility, the Contractor shall exercise pflrtir±ilar cnre, whenever gas mains or other utility h lines are crossed, to provide compacted hackfill or other stable support for g, -vwh lines to prevent any detrimental displacement, rupture or other failure. 24,000,1.03. Deviations Occasioned by Other Utility Structures: Wherever ex- lsting ±:tiIity aCrUCCUreB or branch connections leading to main severs or to main drains or other conduits, ducts, pipe or struct,,res present obatructions to *ho grade and alignment of tba- pipe, thev shall be permanently supported, re -roved, relocated, or recnns* rur-toA by tttp Contractor through cooperation 2/84/4S54b Copyright tgR4 Sonestroo, ►Ausene, Anderlik 4 Associates, Inc. with the Owner of the utility, structure or o`9truction involved. In those instances where their relocation or reconstruction is impracticable, a devia- tion from the grade will be ordered and the change shall be made in the manner directed with extra compensation allowed therefore, at unit prices, if appli- cable. 24,000.3.D4. Deviation with Engineer's Consent: No deviation shall be made from the required line or grade except with the written consent of the Engi- neer. 24,000.3.DS. Subsurface Fxploration: It Shall he the Contractor's responsi- bility to determine and verify the location (if existing pipes, valves or other underground structures as necessary to progress with the work with no addi- tional compensation allowed. The Engineer shall make all known records avail- able.. All known utilities are designated on the plans in a general way as stated in Section 24,000.3.n2. 24,000.3.D6. Overhead Utilities 8 Obstructions: Overhead utilities, poles, etc., shall be protected against damage by the Contractor and if damaged by the Contractor, shall he replaced by him. Shnuld it become necessary during the progress of the work to remove or relocate existing poles, overhead utili- ties and obstructions, the Owner shall cause the same to be done at no expense to the Contractor unless otherwise provided for the "Special Provisions" or "Specific Requirement." It will be the duty -.f the Contractor to visit the site and make exact determination of the existence of any s►ich facility prior to the submission of his bid. 24,000.3.E. EXCAVATION 6 PREPARATION )F TRENCH: 24,000.3.E1. Description: The trench shall he dug to the alignment and depth shown on the plans and only so far in advance of pipe laying as Engineer shall specify. The trench shall be so braced (Section 24,000.3.Ell) and drained that workmen may work safely and efficiently therein. All trenches shall be excavated and/or sheeted and braced in accordance with applicable State Regu- lations relating to induatrial safety to a safe angle of repose. Stich angle of repose shall be no less than that required by the Accident Prevention Divi- sion of the State Industrial Commission or the requirements of the Occupation- al Safety and Health Act (OSHA) whichever is more restrictive. All surface water and ground water discharges shall he conducted to natural drainage channels, drains or Storm Fewer+. 24,000.3.E2. Width: The trench width at the top of the excavatian may vary with and depend upon the depth of trench and the nat�ire of the excavatedi mate- - �... rial encountered, but in any case shall be eat ampl, width to ptrmit the pipe to he laid anti jointed properly and the hackfill to he placed and compacted properly. The minimum width of unsheeted trench shall be It+ inches and for pipe 10 inches or larger at least ono- foot greater than the nominal diameter of the pipe. All trenches shall bP excavated to crinform to the State Indus- trial Commission Safety requirements and applic.ahlP ()SHA 14andar4s. V. 2/84/4554h Copyright 11+t+4 6onest.roo, Ronene. Anderiik Aaeoctates, Inc. • The maximum trench width at one (1) foot above the top of the pipe shall be equal to the pipe outside diameter plus 24 inches for pipe 36" in diameter or smaller and shall be equal to the pipe outside diameter plus 36 inches for pipe greater than 36" in diameter. If the trench is excavated to a greater width than that specified in the pre- ceding paragraph, the Engineer may direct the Contractor to provide a higher class of bedding, a higher strength of pipe or both to satisfy the design strength requirement with no additional compensation allowed therefor. 24,000.3.E3. Pipe Foundation and Bedding: Where ordinary bedding is allowed on existing materials, the trench shall have a bottom conforming to the grade to which the pipe is to be laid. The pipe shall be laid upon sound soil, cut true and even so that the barrel of the pipe will have bearing over at least 50 percent of the pipe width for its entire length. Bell holes shall be exca- vated to insure that the pipe rests for its entire length upon the bottom of the trench. The side fills and the area over the pipe to the depth indicated on the sewer bedding detail shall be filled with natural trench material care- fully compacted in place. Where specified, improved bedding shall be achieved by bedding the pipe in compacted crushed rock or angular granular material of which 100 percent passes a 3/8 inch sieve and a maximum of 5 percent passes a #10 sieve. All bedding material, side fills rind the area over the pipe to the depth indicated on the bedding detail shall be carefully compacted in place. All polyvinyl chloride sewer pipe shall he installed and bedded in accordance with ASTM specification D-2321, "Recommended Practice for Underground Instal- lation of Flexible Thermoplastic Sewer Pipe." Bedding regifirements shall in- clude mechanical compaction of sand and gravel material surrounding the pipe to at least ninety-five (95%) percent of maximum density as described in ASTM Methods D698 to prevent deflection of the pipe cross-section. Payment for such bedding and compaction operations shall be considered incidental to the installation of the sewer pipe. Where existing soils are of non -granular nature, the Contractor shall furnish sand or gravel material for pipe bedding as incidental to the cost of the pipe. The Owner reserves the right to measure deflection of PVC sewer pipe 30 days after placement of backfill material in the trench and at any time during the warranty period. Deflections greater than five (5%) percent of the inside pipe diameter sha l be considered failure of the bedding procedure and the Contractor may be required to re -excavate the trench and provide additional compaction along the side of the sewer pipe with no additional compensation for such work. 24,000.3.E4. Correcting Fa,,lty Grade: Any part of the trench excavated below grade shall be correctel with approved material thoroughly compacted without additional compensation to the Contractor. 24,000.3.E5. Pipe _Foundation in Poor Soil: When the bottom of the trench is soft or where in the opinion of the Fnkineer unsatisfactory i+-undation coudi- 24,000-7 2 /84 /4554h copyright 1984 Boneetroo, Rosene, Anderlik b Associates, Inc. tions exist, the Contractor shall excavate to a depth to insure proper founds- t ion. The excavation shall then be brought tip to pipe foundation grade with gravel stabilization thoroughly compacted. CA-4 aggregate conforming to the Minnesota Highway Department Specification 3137 or other approved aggregate shall he used for the stabilization material. Class 4 gravel may be used if no water table exists. Weight slips will be required for measurement and pay- ment. No pavment will he made for rock installed without the knowledge or consent of the Engineer nor will pavment be made for rock installed only for dewatering purposes. Payment will be made for only the authorized gravel stabilization placed under the pipe. It shall be the Contractor's responsibility to notify the Engineer of changing soil conditions which may he of poor bearing capacity and when organic soils are encountered. Where utilities are placed on unstable soils without notifi- cation of the Engineer, the Contractor shall be responsible for all repairs and correction of the installation without further compensation. 24,000.3.E6. Pipe- Clearance in Rock: Ledge rock, boulders and large stones shall be removed to provide la clearance of at least 6 inches below the outside barrel of the pipe and to a clear width of 6 inches on each side of all pipe and appurtenances for pipe 15 inches or less in diameter; for pipes larger than 15 inches, a clearance of 6 inches below and a clear width of 9 inches on each side of outside diameter of pipe shall he provided. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. 24,000.3.E7. Pipe Foundation in Rock: Where rock is encountered, the space between the rock and the pipe surfaces shall be backfiiled with a sand cushion of suitable granular base material thoroughly tamped. The material from the trench excavation, other than rock, boulders, Feat, silt or other unacceptable material, shall be considered as suitable material. No additional compensa- tion for placing or tamping this material shall be allowed. However, in the event that additional material must b,2 hauled in, the hauling of the suitable granular material for the pipe bed shall be paid for on a weight basis only when ordered placed by the Engineer. 24,000.3.F.$. Solid Rock Excavation Defined: Solid rock excavation shall in- clude such rocks as are not decomposed, weathered or shattered and which will require blasting, barring, wedging or use of air tools for removal. Under this classification shall be included the removal of any conere r, or masonry structures (except concrete pavement, curb, getter an,l sidewalk) or boulders exceeding on.. -ha i f ( 1 /2) cubic yard in volume that may hp enc--,ntercd in the work. 24,000.3.F.9. Blasting Procedure: Blasting for exacavat.ion will not proceed until the Contractor has notified the Engineer of the necessity to do so, such notification shall in no manner relieve the Contractor of the �,azaria and lia- bility contingent in blasting operations. The hours of blasting will be fixed by the Owner. Any damage caused by hlastink shall be repaired by the I:ontrac- tor at his expense. The Contractor's methods of pr.ict-dure relative to blast- ing %hall conform to local and state lawq anti ;aunicipal nrdlnancrR. '0410-N 2/R4/4554b ropvright IQ94 Bonestrou, Roliene, Andotltk b Associates, Inc. 24,000.3.E10. Bell Holes Required: Bell holes of ample dimensions shall be dug in trenches at each joint to permit t'ie jointing to be mide properly. 24,000.3.Ell. Braced S Sheeted Trenches: The Contractor shall adequately brace and sheet excavations wherever necessary to prevent caving or damage to nearby property. The cost of this temporary sheeting and bracing, unless pro- vided for otherwise, shall be considered as part of the excavation costs with- out additional compensation to the Contractor. Trench sheeting or bracing shall remain in place until the pipe has been laid, tested for defects and re- paired if necessary, and the earth around it compacted to a depth of one foot over the top of the pipe. Sheeting, bracing, etc. placed in the "pipe zone" (that part of the trench be- low a distance of one foot above the top of the pipe) shall not be removed without the written permission or written order of the Engineer. Sheeting ordered left in place by the Engineer shall be paid for at the unit price bid. The Contractor may also leave in place, at his own expense, any sheeting or bracing in addition to that ordered left in place by the. Engineer necessary to prevent injury or damage to persons, corporations, or property, whether public or private, for which the Contractor under the terms of this contract is liable. 24,000.3.E12. Manner of Piling Excavated Material: All excavated material shall be piled in a manner that will not endanger the work and that will avoid (,:)structing sidewalks and driveways. Gutters shall be kept clear or other satisfactory provisions made for street drainage. 24,000.3.E13. Maintenance of Traffic: When traffic cannot he diverted, it will be permitted to use the highway at all times the Contractor shall at his own expense erect and maintain warning signs and warning barricades. The Contractor shall at his own expense, place and maintain acceptable warning lightb and barricades to protect persons from injury and to avoid property damage. At all dangerous intersections, bypasses, and intercepting roads, the Contrac- tor shall at his own expense furnish, erect and maintain such warning barri- cades as are necessary and required by the Engineer, and he shall place and maintain acceptable warning lights at each. It shall be the Contractor's re- sponsibility to check and inspect all lights and barricades at all times in- cluding Sundays and Holidays. He shall maintain t-ie streets in a passable condition, shall conduct his work so as to create a minimum amount of incon- venience to traffic and shall furnish not less than two flagmen at each loca- tion where loading or depositing of material requires the turning of the trucks on any state highway or "main street" and where the operation of con- struction equipment endangers traffic. Temporary suspension of work does not relieve the Contractor of the responsibility outlined in the above require- ments. 24,000.3.914. Property Protection: Trees, fences, poles and all .ether prop- erty shall he protected unless their removal is authorized; and anv property damaged shall he satisfactorily restored by the Contractor, or adequate com- 24,000-9 2/84/455'+b Copvright 1984 Sonestroo, Rosene, Anderlilt 6 Associates, Inc. pensation therefore shall be the responsibility of the Contractor. Where tree trimming is required, all cut surfaces one inch or more in diameter shall be covered with a coat of asphalt paint. 24,000.3.E15. Interruption of Water Service: Nu valve or other control on the existing system shall be operated for any purpose by the Contractor with- out approval of the Engineer and all consumers affected by such operation shall be notified by the Contractor at least an hour before the operation and advised of the probable time when service will he restored. " 24,000.3.E1E. Tunneling, Jacking or Excavation Other Than Open Trench: Where pipe cannot be placed by open trench excavation, the method for placing and payment thereof shall be stated in the "Specific. Requirements". 24,000.3.F.17. Manner of Handling Pipe 4 Accessories Into Trench: Proper im- plements, tools and facilities satisfactory to the Engineer shall be provided and used by the Contractor for the safe and convenient prosecution of the work. 24,000.3.F,18. Pi E�Ke tClClean: All foreign matter or dirt shall be removed from (tie inside of the pipe before it is lowered into its position in the trench and it shall be kept clean by approved means during and aft,�r laying. All matter entering the pipe shall he removed by the Contractor prior to ac- ceptance th no ad('itional compensation allowed. 24,000.3.E19. Laying the Vie: The spigot shalt be lubricated, centered in the dell, the pipe shoved into position and brought into true alignment; it shall he secured there with earth carefully tamped under and on each side of it, excepting at the bell holes. Care shall be taken to prevent dirt from en- tering the joint space. 24,000.3.E20. Preventing Trench Water From Entering Pipe: All openings along the line of sewer shall he securely closed, and at the suspension of work at any time, suitable stoppers shall be placed to prevent water, earth or ether substances from entering the sewer. 24,000.3.F:. l Ends to Face Direction of laying: Pipe laying shall pro- ceed upgrade iigot ends pointing in the direction of flow. 24,000.3.E22. ,ad b Highway Crossing_ When any railroad or highway is crossed, al: p, ionary constriction measures required by the railroad or highway shall he allowed. Railroad or highway crossings shall be paid for as jacking or tunneling and construction and permit requirements shall he as stated in the "Specific Requirements". 24,000.3.E23. Unsuitable conditions for Laying Pipe: No pipe shall be laid in water or when the trench conditions are unsuitable for such work. 24,(100.3.E24. Jointing: Joints for vitrified clay and concrete pipe shall be made by wiping the 'o:int- -lean, applying the manufacturer's recommended lubri- 24 , 000-10 V. 2 /84 /4554b copyright lg84 Sonestroo, P.nsene, Anderlik 4 Associates, Inc. O. i� I cant compound over the entire joint surface and then inserting the spigot end into the bell with sifficient force to properly seat the pipes. Joints for polyvinyl chloride pipe shall be made by the use of a solvent cement or push - on rubber gaskets. All jointing procedure shall be in accordance with the recommendations of the pipe manufacturer. After joints are made, any superfli.ious material inside the pipe shall he re- moved by means of an approved follower or scraper. All joints must be water- tight, and any leaks or defects discovered must be immediately repaired. Any pipe which has been disturbed after being laid must he taken up, the joint cleaned and properly relaid as directed by the Engineer. Joints connecting cast ;-,)n pipe with concrete or clay pipes shall be made with a concrete collar c .let_ely surrounding the joint or approved adapter. Where a sewer line outlets to grade or where the line is terminated with a flared end section, the Contractor shall fasten at least the last three (3) joints together by the use of "U" bolt fasteners approved and as reco=eneed by the pipe manufacture-s. 24,000.4. SERVICE CONNECTIONS: 24,000.4.A. WYE BRANCHES: Extra strength wye branches shall be placed at the locations directed by the Engineer. The wye branch shall be placed so that the wye is located at approximately a 45' angle from horizontal.. Vitrified or other suitable plugs shall be provided for the openings. Plugs shall be in- stalled with Atlastic 77, Sonolastic Sealant or equal joint material or shall be specifically designed for the opening to be plugged. 24,000.4.B. RISERS: Standard weight cast iron soil pipe shall be used as risers to extend service connections to a point within 10 feet of the street grade or as directed. Risers shall he installed in accordance with the stan- 'ard service riser detail plate. Care shall he taken in backfilling so as not to damage the riser installati,,,.,. Suital,le plugs shall he provided for the openings, properly seele-1. 24,000.4.C. RECORDS S LOCATION OF SERVICE CONNECTIONS: It shall be the du' of the Contractor to keep an accurate record of service connections, as t•► 1 cation. depth to top of riser, type of connection provided, etc. Locat:_+n shall be made in respect to nearest manhole center, downgrade from the ser- vice. This record shall he turned over to the Engineer at the end of each week. 24,000.4.P. SIZES OF SERVICE CONNECTION: Size of services to wye ',ranches shall be inches or as otherwise stated in the "Specific Requirements" or "Proposal." 24,000.5. MANHOLES 24,000.5.A. EXCAVATION: Excavati,)n shalt be to a depth and size to provide for construction of the manhole as shown in detail on the planw. 24,000-11 2/R4/4554b Copyright 1994 llonestroo, Rnaene, Anderlik 6 Reeociates, Inc. 24,00^ 5.B. CONCRETE BASE: Concrete hapw, for manhole construction shall be of size and depth as shown on the plans. Concrete used for this purpose shall. consist of one part Portland cement, two parts of clean pharp sand and four parts of gr•ded coarse aggregate. Material used for this purpose shall be sub.jec: to .,.e approval of the Engineer. Base shall be poured on undisturb .d earth prior to setting the precast manhole. section-. Precast concreL bole bases shall he considered equal. 24,^00.5.(-. WALLS: Material to he used in a walls of manholes shall be as specified in Section 24,000.2. All external surfaces of concrete block man- holes if permitted shall be plastered with 1 1/2 inch coat of Portland cement c• -tar. Mortar shall contain one part of cement to three parts of suitable "~aster sand. Lime or mortar mix shall be used in amount necessary to make a aklitable mixture for plastering purposes, but not to exceed 15% by volume of cement. Mortar used for laying concrete bin,:., shall consist )f one part Port- land cement to two parts of sand to which lime or morrr,r mix may be addr' not to exceed fifteen percent. (15%) by volume o!-mer.i.. 24,0oo.5.U. MANHOLE STEPS: Manhole steps .;ha!t ` ';;e type as specified in Section 2Z_,6 00.?.1. Spacing shall be as sh wn o:i the detailed manhole plat.,, but no' greater than 16 inches in vertical eli-nment. 24,00o.5.E. ACING: M�;vH_OLB RINGS & COVERS: The frame or ring casting shall he set to the designation elevation in a full mortar bed. 24,000.5.F. DROP MANHOLE INLETS: Encased drop inlets shall be constr, required on the plans and in accordance with the atan�iard Drop Tnl:. Plate. 24,000.6. BACKFILLINC, CLEANTNG UP & M. I".1�ING"ES: 24,fi00.6.A. BACKFILLINC PROCEDURE AT PTP' 7.0NE: All trenches and excavations sb-it he backtil led ,mm.diately after F laid therein. For backfill up to d tevr•I of one foot over the top of only selected materials free r-­r.k. boulders, de"iia or other hi, id r i t substances, be -sed. ,'he backfilling shall ho placed completel the pipe han.,ches in uniform leyerr, not exceedin„ 4 inches in depth. '.aver shall t-e placed, then c�refuily and uniformly tair ­i to eliminate ,Ossibility of lateral displacement end to proviae unif, -art tel► under the pie, haunches. The backfill ..,iterial %hall h- easary, tamped in 4 inch layers And c oroughl%? ,ompacted ,ins' le of the pipe to pr^vide solid backing ags'nst the external Till" instRl.lat'„R .' backtii oiyl 'oride pint 4.;,ill h.... in accor- ce .,t' �.i.4. D-2321 Riven t'..:nmpacting the ..•k!ili Trb.._ iai around the pipe t, at least 95 p-rceut >f maximum density to a di9tn,- - of c..• foot h4 v the top i4 the pipe. -' 24,000.4S.P. 4ACKFiLL PR0CFrWRE ABOVI� ,0IPF. ZONE: ,'Type "s") Fr.-,, -dare Where %Pttiemrnt ;q RI1nWah,P. .succeeding laver:+ of backfill may contain coarser materials xnd a°ialI he Free from 1•ircrs nt rock, concrete or clay lump mare 24,0VO-1' 2/A4/45S4h Copertght 1494 So- troo, R.^vene. An'•rlik i Assnciates, Inc r than one cubic foot in volume, roots, stumps, tin cans, rubbish, frozen mate- rials and other similar articles whose presence in the backfill would cause excessive settlement. This type of backfilling may be accomplished above the pipe zone by anv mechanical ••eans or otherwise, at the option of the Contrac- tor. Surface shall be maint,'ned in passable condition for traffic until date of final i-spection. Backfilling under exposed existing utilities shall be compacted t•• prevent settlement and any future displacement. 24,O0O,6.C. BACKFILL PROCEDURE ABOVE PIPE ZONE: (Type "b") Succeeding layers of backfill may contain coarser materials and F',11 be free from pieces of rock, concrete or clay lump more than one cubic '.)ot in volume, roots, stumps, tin cans, rub!•',, frozen materials and other :,imilar articles whose presence ` in the backfill would cause excessive settlement. This type of backfilling may be compacted by puddling with hose and long pipe noizle or by flooding the trench, as the backfilling is accomplished above the pipe zone by any mechani- cal means or otherwise at the option of the Contractor. It is important that proper precautions be taken to prevent flooding of the pipe when flooding the trench, and the Contractor sha'.1 be wholly responsible for neglect of these precautions. 24,000.6.0. PROCEDURE WHERE NO S MLEMF.NT IS ALLOWABLE: (Type "c") Succeed- ing layers of backfill may contain coarser materials and shall be free from pieces of rock, concrete or clay 'imp more than one cubic foot in volume, roots, stumps, tin cans, rubu.sh, . :en materials and :-ither similar articles whose presence in the backfill -uld cause excessive settlement. This vpe of backfilling shah he placed in i1niform layers, before compacti, ri- mately 6 inches, tamped by mechanical means to the density 'ie Specific Requirements. 24,000.6.F.. PROCEDURE WHERE NO SETTLEMENT IS ALLOWABLE: (Tyne "d") Succeed- ing 1 •a of backfill shall be made of selected materials meeting require- r nt:, set forth in the ";,pecific Requirements." This type of backfilling A ill ue placed in a iform lavers, before compaction, of apprc imately 6 w ches, tamped by me. .apical means to the density specified in the Specific equirements. 01 ks to be to to 10 r 1# to 24,000.6.F. DENSITY TESTS: Density teats will he performed by an approved soils testing firm at _arious locations and depths throughout tho project as dirocred by the Engineer. The Contractor shall cooperate fully and provide assistance as necessary to complete -here tests with no additional compensa- tion being made to the Contractor. All tenting cnsts nertaininK to passing c. sts shall he paid for by the Owner. All testing costs P"Tt n, to failing tests will be charged to and paid for by the contractor. Where areas have not : o compacted sufficiently to meet specific den- • quirementn, these areas Shall he excavated And reco< .rted until th, req,iiroment : are met. A? 1 ~oat for the wor, assnciAred with r- tion shall he the Contractor'.a sole reaponsilhility. 2,,. nrg'.- 1 3 2 /A. '45`i4h Co:- %right I`' '. Ronestroo, Rvepne, .Anderlik Associates, Inc. 24,000.6.C. DE, -_...4CY OF BACKFILL, BY WHOM SUPPLIED: Any deficiency in the quantity of material for backfilling the trenches, or for filling depressions caused by settlement, -hall he supplied by the Contractor with no extra com- pensation allowed. Any sr.:lement which occurs shall be refilled by the Con- tractor. Material shall be provided at the Contractor's expense and the matL- rial shall be approved by the Engineer. 24,000.6.H. DISPOSAL OF EXCESS MATERIALS AND DEBRIS: Unless otherwise speci- fied, excavated material either not suitable or not required for fill material shall be disrosed of by the ,-,ntractor outside of the right-of-way at his ex- pense in any manner he may -lect subject to the provisions of the following paragraph. Before dumping such materials or debris on a private or public land, the Con- tractor must obtain from the Owner of such land written permission for such dumping and a waiver of all claims against the Owner for any damage to such land which may result therefrom together with all permits required by law for such dumping. A copy of such permission, waiver of claims and permit shall be filed with the Engineer before said disposal is made. 24,000.6.I. RESTORATION OF SURFACE: All surfaces disturbed during the con- struction period, whether caused by actual excavation, deposition of excavated material, or by the constr­-1'; rn equipment, shall be returned to its original conditions or better. Ex,pptionr to the above, if any, or special instruc- tions pertaining to any particular section of the project will be outlined in the "Special Provisions." 24,000.6.3. CLEANING UP: Surplus pipe line material, tools anel remporary structures shall be removed by the Contractor, and all dirt, rubbish, caused by his operations and excess earth from excavations shall be hauled to a dump provided by the Contractor and the construction site shall he left to the sat- isfaction of the Engineer. Clean up and restoration shall include the replacement and restoration of all street signs, mailboxes, posts, fences and similar items disturbed by the con- struction described herein. Unless otherwise noted in the Special Provisions or Proposal all items of clean -yip and restorations shall he considered inci- dental to the contract with no additional compensation allowed. 24,000.7. TESTING PIPE LINES 24,00n.7.A. 1NFITIRArION__IN SEWER-: Upon completion of the Newer construc- tion, leakage cest9 shall be made Lo determine the amount of ground water in- filtration into the sewers. Measurements will be made by means of 90° V-notch weirs placed in t►-,e lines. Measurements shall he taken at all points where, in the c-anion of the Engineer, the flow of water in the sewers is greater 0.an the iximum allowable leakaF,-. Tests inav he taken between individual manholes ..d the infiltration in any given li hall •,?t tx.ved th. specified maximum allowable race. "he maximum allowable rate cif per inch diameter of pilve per day. ige shall not exceed 'n0 gallons per mile 24,000-14 2 84!4554b Copvright 198m llonastruo, Rnoene, Anderlik 6 Associptes, Inc. The Contractor shall furnish the weirs and other material and the labor for placing the weirs in the sewers and shall assist the Engineer in making the measurements. The Contractor shall receive no additional compensation for making the leakage tests or corrective work necessary to reduce leakage below the maximum allowed by the specifications. 24,000.7.B. FORCE MAIN PRESSURE. TEST: After the pressure main or force main pipe has been installed and backfil.led as specified, all newly laid pipe, or any valved section of it shall, unless otherwise specified, be subjected to hydrostatic or air pressure testing conduct,.l under the observation and ap— proval of the Engineer as noted herein. 24,000.7.B1. Pressure During Tests: All pressure or force mhin pipe shall be subjected to hydrostatic or air pressure of 150 pounds per square inch. 24,000.7.B2. Duration of Pressure Test: The duration of each pressure teat shall be at least 30 minus tes. —' ' 24,000.7.B3. Procedure: All pipe or sections thereof shall be slowly filled with water if a hvdrostatic. test is used, and the specified test pressure, measured at the lowest point of elevation, shall be applied by means of a pump connected to the pipe is a satisfactory manner. The pump, pipe connection, gauges and all necessary apparatus shall be furnished by the Contractor. Cauges and measuring devices must meet with the approval of the Engineer and the necessary pipe taps made as required. 24,000.7.B4. Fxpelling Air Before Test: Before apply:ag hydrostatic test pressure, all air shall be expelled from the pipe. To accomplish this, taps "hall be made, if necessary, at points at highest elevation and afterward tightly plugged. 24,000.7.B5. Examination Under Pressure: Any crack or defective pipes, fit— tings, or valves discovered in consequence of tie pressure test shall he re— moved and replaced by the Contractor with sound material in the manner pro— vided and the test shall he repeated until satisfactory to the Engineer. 24,000.7.B6. Permissible i.eakage.: A drop it pressure over the 30 minute teat period exceeding 3 pounds hall be cause for rejection of the project. All leaks shall be corrected and the test repeated until the pressure drop is within the 3 pound limit. 24,000.7.C. ••_11)C!CTIVITY TEST: Conductivity "hall he provided throughout the force main --item by use of copper straps or approved conductive gaskets with ,opper inserts. All fittings shall he mechanical joint with ccpprr ctretps. Lead tipped gaskets will not be approved for conductivity. ,:opper Jumper straps between sections of p i pP shall be nor 1 ^"s t hav I �x 3/4" strap bolted to shot welded pipe stratus of the same siz. . Ko't a ghat', '+e S/lh" diameter bronze. For all locations+ whore Rhin. welded xtr•ip" H-• not available, field welds shall he made using the Cadweld method wit!) size l2 cartridges. Each field weld shall he properly made after fillnL' the "„rfa;e of 24 , 00(' - 15 04h r, r iItht 1981, 4onv a t ron, lovvne , An,t.s r l i k 6 Associates, Inc. the pipe to a clean hare metal over the entire area of the weld. Straps bolted to mechanical ,joint fittings shall be not less than 1/16" x 1�". All straps shall be securely fastened and backfill placed so as to not damage the conductivity. Weld areas shall be recoated with the original pipe coating ma- terial or other suitable protective coating. Conductivity test shall be performed on all mains after they have been pres- sure tested and are full of water at normal operating pressure. A direct cur- rent of 350 amps at 30 volts shall be passed through the line for 4 minutes. Current flow shall be measured continuously on a suitable ammeter and shall remain steady without interruption or excessive fluctuation throughout the period. At the end of the 4 minute period, the current shall be raised to 400 amps for 1 minute without fluctuation. Insufficient current or wide fluctua- tions of ammeter needle shall be evidence of defective conductivity which shall be isolated, corrected and retested. Acceptable equipment for the test shall be arc welding machines with adequate sized cables to carry the test current without voltage dr p or overheating. Conductivity test shall be carried out in the presence of the Engineer or his duly authorized agent. Caution shall be exercised at all times when working with electrical equipment and wires during the conductivity test. 24,000.8. METHOD OF MEASUREMENT: 24,000.8.A. TRENCH EXCAVATION: Trench excavation will be measured in linear feet of trench according to the zone classifications specified as follows: From 0' to 8' , from 8' to 10' , and in two foot increments thereafter, which are based on the total depth of the trench to the designated grade of the pipe invert. No deduction in depth will be made for rock encountered in the trench above 0e designated grade. Measurement will be made along the centerline of the sewer and from center to center of all manholes, catch basins or junction fittings. 24,000.9.9. SOLID ROCK EXCAVATION: If solid rock is encountered in the trench, such rock excavation shall be measured by volume in c,ibic yards and shall be measured from the top of the rock to a point six inches below the outside barrel of pipe and twelve inches from each side of inside diameter of pipe. The minimum trench width of the solid rock excavation shall be 36 inches. For measvirement purposes volume will be computed ased on vertical wails 'or the width specified above. 24,000.8.C. SEWER PIPE: Sewer pipe of each diameter and classification fur- nished and installed will he measured separately by length in linear feet. Measurement will by matte along the centerline of the sewer and from ,:enter to center of all manholes, catch basins or junction fittings. Where hands, tee manholes, flared end sections or ether ape.•ial shapes are in- stalled, the length of pipe replaced by these strictures shall he deducted from the distance frcm center of manhole to center of manhole for pay pur- poses. The speci.gl strurttlres will be psid for as lseparatP bid items. :)4, n0O- i h 1%N4i45%4b Copvriptht 1984 llnnestroo, Ronrne, .Ande.rlik b Associates, Inc. 24 000.8.(). SERV _ 1C CONNECTION: Wyes and tee branches of each diameter and classification furnished and installed will be measured as a unit. 24,000.8.K. SERVICE RISER PIPE: Sewer pipe used for service risers of each diameter and classification furnished and installed will he measured separate- ly by vertical length in linear feet from the centerline of the sewer to the top of the last riser section. 24,000.8.F. CONSTRUCTING MANHOLES: Manholes will be measured by depth of the structure from the invert of the pipe to the top of the cover in linear feet, based on the dimensions as staked by the Engineer. 24,000.8.G. CONSTRUCTING CATCH BASINS: Catch basins wi'_l be measured by the number of catch asrns completed as to shape, size, and depth according to the plans. 24,000,8.H. GRAVEL STABILIZATION: Gravel stabilization will be measured by weight of authorized material deposited in the trv•nch. 24,000.8.J. DROP INLETS: Drop inlets will be measured by depth from the low- est invert of the manhole to the invert of the pipe being served by the drop inlet. 24,000.8.K. SPECIAL STRUCTURES 6 APPURTENANCES: Methods of measurement for special structures and appurtenances not included above shall be as stated in 14 the "Special Provisions," "Specific Requirements," and "Proposal." 24,000.9. BASIS OF PAYMENT: 24,000.9.a. TRENCH EXCAVATION 6 BACKF.,.L• Regardless of the width excavated, m+ sower pipe furnished and installed will he paid for at the Contract Unit Price per linear foot of pipe falling within each of the following depth zones: "0 From 0' to 8', from 8' to 10', and two foot increments thereafter. Excavation and backfilling of trench shall be included in the price of sewer ha► pipe furnished and installed. 1* 24,000.9.B. SOLID ROCK _F.XCIVATION: Solid rock excavation will be paid f,,r at » the Contract Unit Price per cubic yard. r 24,000.Q.C. SEWER PIPE IN PLACE: Sewer pipe in each diameter and c.lansifica- tion furnished and installed will be paid for at the Contract Price per linear foot which shall include payment for trench excavation and hackfilli,i)r. 24,000.9.D. DUCTILE IRON PIPE.: Ductile iron pipe will he paid for at the Contract unit foot for each 'ype and diarae'ar of pipe fur- nished which xhall include payment for trench excavation and hackf►ll. 24,00O,9,F, WYE BRANCHES: Wye branches will he paid for at. the Contract Unit Price for each unit furnieh,.f and installed the size specitied on the Prv- P')441 . 2 /84 /4554b Copyright 19R4 1loneottoo, Rosen", Anderlik A Associate$, Inc. • 24,000." c SERVICE RISER PIPE: Service riser pipe will be paid for at the Cnntract Unit Price per linear foot for the vertical distance from the center- line of the sewer to the top of riser. Concrete reinforcement of the main sewer and riser pipe as described in Section 24,000.4.B. shall be considered as incidental and will not constitute a pay item. 24,000.9.C. CONSTRUCTING MANHOLES TO DEPTH OF EIGHT FEET: Constructing of manholes to a depth of eight 8 feet will be paid for at the Contra--t Unit Price per manhole which shall include furnishing and placing the manhole frame ..� and corer. This section also applies to all catch basin manholes and catch basins. 24,000.9.H. CONSTRUCTING MANHOLES TO A DEPTH GREATER THAN ZICHT FEET: Con- structing of manholes to a depth greater than e Rhtcet wee paid for at the Contract Unit Price per manhole plus the unit price per linear foot for each foot of depth that is greater than eight feet. This section also applies to all catch basin manholes and catch basir.s. 24,000.9.I. CONSTRUCTING CATCH BASINS: Constru_ting catch basins as shown on the plans will b�e�pa or at to I retract Unit Price per catch basin which shall include furnishing and placing the catch basin frame ara grating. 24,000.9.J. GRAVEL STABILIZATION: Authorized gravel stabilization in place shall be paid for at the Contract Unit Price per ton. 24,000.9.K. SAND CUSHION: Granular material fcr a sand cushion in place in rock excavation shall be paid for at the Contract Unit Price per ton. 24,000.9.L. DROP INLET PIPE: Drop inlets in p'.ace shall be paid for at the Contract Unit Price per linear foot which shall be payment in full for the ex- tended manhole base, encasement, drop pipe, cast iron tee, cast iron pipe and concrete collar. Payment shall be made for sewer pipe from center to center of all manholes as per Section 24,000.8.C. when cast iron pipe is extended for drop inlets. 24,000.9.M. SPECIAL STRUCTURES 6 APPURTENANCES: Basis of payment for special structures :ind apputenances not included above shall be stated in the "Special Provisions," "Specific Requirement," and "Proposal." ^4,nOn-is .w 171 r 2iy4/45S4b (npvrigbt 1494 Sonestroo, Ro%ene, Anderlik 6 Associates, Inc. r x 1 25,000. SEWER ANC WATER SERVTCE LINES ! Speci.fic Requirements 25,000.0. SPECIFICATION REFERENCE: Unless otherwise modified or altered herein, all sections of the, General Requirements shall apply. is 25,000.3. MATERIALS: Sewer services shall he four (4") inch Cast Tron Soil Pipe (CTSP). 25,000.5. CONSTRUCTION REQUTRE14ENTS: Mechanical compaction of all Service } line trenches is required. The requirement for sewer line rmmnacr:on shall apply to service lines. The Contractor shall install services as close as possible behind the lateral sewer to permit completion of subgrade and aggregate base on all street9. Riser service pipe shall he 4" CTSP and shall he installed in accordance with Standard Plate 3-7. 0* Service line cleanouts shall be installed in accordance 4ith Standard Plate 1-9. 0, I a Is In e 0-$841c Copvright 1981 Ronesstroo, Rosene, Anlerlik 6 Associates, Tnc. b 25,000. SEWER & WATER SERVICE LINES General Requirements 25,000.1. DESCRIPTION: This work shall consist of the construction of water and sewer services in accordance with the requirements of the contract. 25,000.2. INTENT OF SPECIFICATIONS: It is the intent of these srecifications to require that the same quality of work be received on the house services in the way of grade and alignment as shall be required on the main lines and laterals. 25,000.3. MATERIALS: :he materials used in this work shall conform to the requirements for class, kind and size of material speni.fied below. The Contractor shall submit a list of materials he proposes to use for the approval of the Engineer. 25,000.3A. CAST IRON SOIL PIPE: Cast iron soil pipe shall be service weight and shall conform to the A.S.T.M. Standard Specification A-47 for Cast Iron Soil Pipe and Fittings. 25,000.3B. COPPER SERVICE PIPE: Copper service pipe shall be seamless, of the size shown on the plan and shall be suitable for use as an underground water service connection. Copper tubing shall conform to "A.S.T.M. B-88 Class "K" Specifications and U.S. Government Type "K" Specifications." 25,000.3C. CORPORATION COCK: noration Cock shall be Mueller, Minneapolis, Pattern H-15000 threaded for use w.th copper service ^ipe of the size indi- cated on the plans and threaded on the inlet end with standard corporation cock thread. Corporation cock with Mueller 110 compression connections are approved. Ford Type F600, Hayes No. 5200 and McDonald No. 4701 corporation stops are considered to be equal. 25,000.3C. CURB STOP: Curb stops shall be for copper service pipe inlet and outlet and shall be Mueller, Minneapolis Pattern H-15150. Curb stops with Mueller 110 compression connections are approved. Ford No. Z22 series M, Hayes No. 5155 and McDonald No. 4714 curb stop: are considered equal. Curb stops larger than 1 inch shall be Mueller Oriseal H-15154, Minneapniis pattern. Fors' No. V.1 series ball valves, Hayes Nuseal No. 4008 and McDonald No. 6104 ball val•ies are considered equal. 25,030.3E. CURB BOX: Curb boxes shall be Mueller, Minneapol s pattern base with 1 1/4" upper section. Curb boxes shall be Mueller H-10300 and shall be adjurta"A a in height from 72" to du" and shall have stationary rods. ! 3/75 Is loA B0NLS1RW, µO%ENE , ANO �` } ?5,000-' 9 Minneapolis pattern curb box t 1/4" upper section and 12 inches r;F adjustment, with stationary rods as manufactured by Hayes and McDonald are approved equals. 25,000.4. CAST IRON SOIL PIPE JOINTS: Cast iron soil pipe shall be joined by the use of preformed neoprene gaskets. Gaskets shall be er ­' to Tyler "TySeal" or Central Foundry Company "Multi-Tite". Gasket pipe shall be connected by using a jointing device specifically designed for jointing slip -type pipe.. The use of a bar or wedge for making the joints shall be prohibited. 25,000.5. CONSTRUCTION REQUIREMENTS: The governing code shall be the Minnesota Plumbing Code and any local ordinances which may apply. 25,000.5A. SEWER SERVICE LINE: The connection of the cast iron soil pipe service to the vitrified clay tile wye or tee shall '�e done using preformed neoprene or PVC gaskets specifically designed for that purpose. Where con- ditions require that the first section be a fitting it shall not exceed a 1/8 bend and shall be cast iron. Cast iron soil pipe shall be laid at a grade of 1/4" per foot unless otherwise directed by the Engineer and shall be laid at right angles to the sewer main, terminating at the property line or as shown on the detail draw- ing. The line shall be capped at the end with a cast iron or PVC plug. 25,000.5B. WATER SERVICE LINE: The water service line, shall parallel the sewer service line and be laid in the same trench. Complete support of the water serviceline gooseneck shall be provided. This shall be a,2hieved by some artificial physical !means sat`_sfactory to the Engineer. Curb stop and boxes shall be supported on a concrete block or approved equal. Corporation cocks shall be tapped into the main only when the main is under prey ..re. Water servir,• line shall be laid in a workma.like manner and shall term- inate at the property line or as shown on the detail drawing. The line shall be crimped at the end to keep it free of dirt. If the service is to terminate at the curb stop, a 6 inch long piece of copper shall be placed on the house side of the curb stop and crimped to keen the stop frp, of dirt. 25,000.5C. HOUSE SERVICES: Services for k.-r.- and sanitary sewer are to be run to each let where wye locations are shown on the plans. Water and sewer service is to be placed in the same trench unless otherwise stated. Where water main is 10 feet o,• less from the sanitary sewer the service length installed between the main is considered as in the same trench. A 4" x 4" x 8' long wood post shall be installed by each curb box extend- :;.; , feet above grade for identification and field location and protection. A 2" x 2" x 7' marVrr shall be placed at the end of' the sewer service lines for identificatior and field ]ocatinr ar.d shall extend 1 foot above grade 3/75 :'5,000 10A O&WESTROO. ROSENC. ANC.RLIK & ASSOCIATFS, INC I'v84 0 if Ll rl n No additional compensation will be allowed for installation of the markers describe, ahovc but. Fhall he ennsidered incidental to the service line. Curb boxes are to be placed In a vertical position as shown on the standard detail plate in these specifications. The top of each box shall be placed at finish grade of the boulevard which J• 0.4 feet above centerline profile which in the top of the manholr grade. Grade stakes shall be fur- nished to establish elevations. Services shall be installed in accordance with the detail plate included in this specification. No service line trench shall be backfilled until the service has been inspected and approved by the Engineer or hiQ inspector. 25,000.-, . EXISTING UTILITIES: Ey.lsting underground utilities are shown on the plans only by general location. The Owner does not guarantee the loca- tions ,, shown on the plans, and the Contractor :hall be solely responsible for verifying the exact location of each r,f these utilities without addition- al compensation. Prior to the start of any construction, the Contractor shall have sole responsibility for providing temporary support and for protecting and in, staining all utilities in the pro_lect area during the entire period of construction including the period of water and sewer, installation. In carry- ing out this responsibility the Contractor shall exercise particular care, wherever gas mains or other utility lines are croaseA, t.r, prnvide compacted bacxfill or ether stable support for r::,ch lines to prevent anv detrimental displacement, rupture or other failure. 25,000.6. METHOD OF MEASUREMENT 6 PAYMENT: Method of measurement and payment for each item covered under this section shall be as follows: 25,000.6A. SEWEH SERVICE LINE: Sewer nervice iines shall be paid for at the contract unit price per foot which shall include the cost of all pipe, fit- tings, gaskets, plug, excavation and tack.fil'. Payment shall be from centet- line of the main to the property line only =a shown otherwise on the detail plate. 25,OOG.6H. WATER SERVICE LINE: Water service lines shall be paid for at the contract unit price per foot which shall include the crst of all pipe, ;'it- tings, laying, excavation, backl illing and testing. Payment sha " be from centerllne of the main to the property line only unless shown otherwit r: the detail plate. 25,000.6C. CUHB STOr b BOX: Curt, stop and bnx shall he paid for at the con- tract unit price per curb :.top and box i,rtaiied. 25,000.61). COHPOHAiION COOK: .�lrpnral irn cock shah tse paid for at the con- tract unit price per corporat,.-c r•-k :ns►allr�. 3/7S 10,% ASSUCIATES, INC• 1984 39,100. S1IBMFRSIBLE PUMP LIFT STATION Specific and Ceneral Requirements "1.1. GENERAL The contractor shall construct a wet well with the sub- Gnervihle pumps all necessary piping, guide rails and hatches for two pumps. An automatic control shall he installed for operation of the pumping station using liquid level float switches. The Lump Sum bid lift station sha'.1 include all excavation and back - filling for str-jo- watering; grading at station; wet well; p!imning equipment; pipes, e•i fittings inside wet well; electrical :ont ';; and electrical work. i influent sewer lines, the force main ccamencina at the outside surface of the wet well, turf establishment and gravel base shall he paid as specified in other sections of the specifications. All bidders shall base their Base Rid for the proje• on pumping eq.,ipment manufactured by Flvgt or Hvdr-o-matic, and electrical. controls manufactur_d by Consolidated or Powertronics. Other manufacturers shall be bid as Alternate Equipment wherein space has been provided on the Proposal form. bidders are advised that the plans were prepared around Fivgt 3152. 20HP pumps. Tine contractor shall make any vdjustments or revisions necesq to install any other pump that irav be furnished at n,) coat to the Owner 'y such revisions to Ehe station shown no the plar. mu.. be apnr,+ved b•: the Engineer. Each pump supplier providing el•irtations to ;-A ders, including those named for Rase Bid, shall submit technical data on th­ pumps and accessories they are proposing to furnish to the Engineer prior the bid date. This data shall include nump performance •urves showing impeller size, efficiency, brake horsepower and input hors. -ewer or KW. Tha overall efficiency of the pump and motor will be considered i- sward of the contract. Therefore, :idders are advised to list .ill approve ct.:e rs as ease Bid or Alternate Rids. 35,100.2 OPERATING CONDITIONS: large ;)u>>ping head range as tw force main. Each pu►ev ac y L l be without exceeding the rameplat- item :jischarge Size ;lax. Head Condition Min. Mead Condition Max. Pump Speed Min Motor Rile Flectrical P' +er ('-5941c Copvr:t,ht 1995 Ronastr(�o, Roseno. lnderIik b " - •ciates, :r., . The pampa are designed for operating over 0 other stations ar, connected to -he existing capable of meeting the conditions listed below ' reepower rating of the motor 1S.lOO-i Condition 4 inch 100 Cam {a 1 10 f t . 1 000 (;PM to 40 f 1750 RPM 20 HP 230/460 v., 3 PH 35,1nO.3. PUMP _CHAMRF:R: The pump chamber shown on the plans shall be con- structed of a pour.,od-in-place base sla►,, precast manhole sections and a precast top slap. Manhole sections shall conform to A.S.T.m. Designation C-748 using gasketed joints, ,r approved equal. The pump chamber shall be watertight with all lifting holt,s, j,,ints, etc, neatly mortared up. The pump chamber shown on the plans is designed to be constructed in a dewatered, open ex, avarion. However, the contractor may h,e•l(1 ►he pump •hamher using a caisson method with the following requirements-. 1. The contractor shall obtain the Fngineer's approval nrinr tc proceeding with the caisson merhod. 2. The contractor shall submit a detail sketch showing all structure modifications necessary to use the caisson method for buiIdinit, the pump chamber. These modifications include, but are not limited a method nr attaching the precast sections !ogether, a concrete bottom seal, a reinforced concrete bottom slat), adequate structural integrity rn assure resiRtAnce to up -lift or buovancv, anv modification to the bottom <)f the vertica` walls needed ro build the structure a5 a raiser-1. 3. The contractor shall cuhmir fo,er (4) copies of al' ske.tchea re the Fngineer for approval. 4. The contractor shall outline to the Engineer, the construction procedure to be used for h,eildinR the structure as a r.Hicsnn. 5. The contractor shall ;ubmit, for reference, A Iiat of projects completed by the contractor where the caisvnn method has `+een used. The lift station shall he backf11led with selected material from the site free Of organi-9, wood fragments, roots, stumps, rubbish, frozen materials or similar art .^les whose presence would cans.- settlement. In the event that an insufficient ,mount of suitable material is available on Rite, the :ontractor shall provide Oditional common borrow material subject to the approval of the Fnxineer. Bal 'll shall bP placers in h inch !nose lifts ovenly around structure and _omp.-tetd by mechanical means. Any settlement around the station occurring. within ,:ne year shall tie repaired by the contractor.. includ- ing anv surface materials. If dewnterinle equipment is being .iced for cnn- stnu:tion, it shAl! not he turned off until backfiiling is complete. The contractor shall grout the bottom of the pump chsmherr as recommended by the pump manutacturer or O nwn on the plan to efficiently remove and prevent scrrmulAtion of waste materials. ('11- 5 941 c. "')pvriI"t 19A5 p,lnastroo, Rnsernr, AndPr 1 ik Go As saci.Rtra, inc. 35,1nA-2 An Aluminum access hatch of the size shown on the plans shall be cast into the top slab of the pump chamber for removal of the pumps, The aluminum access A hatch shall be equal in construction to that manufart.ured by Biico Company. Door leaves shall he 1!4 inch aluminum diamond pattern to lA thstand a live load of 300 pounds per square foot. Channel frame shall he 1/4 iarh welded aluminum with anchor flange around the perimeter. Door leaves shall be OR equipped with heavy forged brass hinges, stainless steel pine, totally en- 1' closed spring operators or torsion bars as necessary for easy_ operation and an automatic hold open arm with release handle. A snap lock with removable hand- le shall he provided and an aluminum padlock hasp shall be welded to each leaf and the frame. Hardware shall be cadmium slated and all aluminum surfaces shall he mill finished with hituminous coating applied to the exterior of the frame. Access hatches using plain steel hinges will not be accepted. An aluminum ladder with intermediate supports and a welded schedule 40 steel vent shall be provided as shown on the plans. p 35,100.4. PUMP DF,SICN: The pumps shall he capable of handling raw, un- screened sewage. The design shall be such that the pump unit will be automat-ically and firmly connected to the discharge piping when lowered into place on its mating discharge connection, permanently installed in the wet well. The pump shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be disconnected. For this purpose, there shall be no need for personnel to enter the wet well. Each unit shall be fitted with a galvanized chain of adequate strength and 1pngth to permit raising and lower- ing the pump for inspection or removal. T s pump, with its appurtenances and cable, shall be capable of continuous suhn rgence under water without loss of watertight integrity to a depth of 65 feet. 35,100.5. PUMP CONSTRUCTION: All major parts, such as the stator casing, oil casing, sliding bracket, volute and impeller shall be of Class 30 gray iron. All surfaces coming into contact with sewage shall be protected by an epoxy coating resistant to sewage. All exposed bolts and nuts shall he of 304 stainless steel. All mating surfaces of major parts shall be machined and fitted with natrile o-rings or equal where watertight sealing is required. Machining and fitting A shall be such that sealing is accomplished by automatic compression in 2 planes and o-ring contact made on four surfaces, without the requirement of specific torque limits to affect this. Tolerances of all parrs shall he such that allows replacement of any part withmit additional machining required to ►'� insure sealing an described above. No sek-nndary sealing compounds, greases or other devices shall be used. 4. 11 A wearing ring system shall be installed to provide efficient sealing between the volute and impeller. The impeller shall he gray cast iron of non -clogging design coated with PVc epoxy, capable of handlinv solids, fibrotipt material. heavy sludge and other matter fn,rnd in normal sewage applications. -Le impel- 0- $841 c C,opvright 1965 Ponestroo, Rosene, An4erl: 6 Associates, Inc. lQr Shall he construcred with a long throi►ghway without acute turns capable of paisi.ng a three inch solid Sphere. The iurpeller shell he dynamically bal- anced. Static and dynamic bal4ncing operations shall not. deform -,r weaken it. } The impeller shall be .9 slip fir t.'+ the shaft and key driven. Non -corroding fasteners shall be used. A The r►mp shaft shall he stainless steel ANSI 431. The pump shaft shall rotate on two permanently lubricates heerings. Hearirogg shall be designed' for long life based on the dynamic londi,ig of the pump and shall be hell bearing and/or N roller, bearings. 4� F,ach pump shall he provided with an oil chamber for the shaft sealing Svstem. The oil chamber shall be + signed to assure that air is left in the oil cham- iti her, to absorb the expansion of. the oil due to temperature variations. The drain and inspection plug, with positivr anti -leak seal shall be easily acces- sible from the outside. 1� Each pump shall be provided with a tandem mechanical rotating shaft seal Sys- tem running the in oil reservoir and having separate constantly hydro -dynami- cally lubricated lapped seal faces. The Real unit shall have carbon and cera- mic faced seals. F.ach interface shall he held in contact by i is -%-I spring system supplemented by external liquid pressures. The seals shall require neither maintenance nor adjustment, but shall he easily inspected and replace- able. No seal damage shall result from operating the pumping unit out of its liquid environment. The seal yvsrem shall nl.t rr-Iv upon the piunped media for lubrication. 1� A sliding guide bracket shall be an integral part of the oump unit. The volute casing shall have a machined discharge flange to automs,,ically connect r with the cast iron discharge connection, which when bolted to the floor of the sump and discharge line, will receive the pump discharge connecting flange without the need of adjustment, fasteners, clamps or similar devices. Installation of the pump unit to the discharge conne.ctio shall be the resillt .,, of a simple downward motion of the pump. Sealing of pump to the discharge connection shall be means of eccentric weight of pump for metal to metal sur- faces or a puff -out, Runa N diaphram for gasket sealing or approved equal. em F.ach pump shall be furnished with guide bars of at least standard weight gal- vanized steel pipe of adequate length +or the application. Intermediate ► stainless steel guide bar supports spaced at a maximum of 15 feet shall be so furnished for stations over 20 feet deep. 11pper guide bar holders shall he an integral part of or bolted to the access hatch. Lower guide bar 1-iolder4 shstl t he an integral part of the discharge connection. Holders for liquid level cahles, power cable and safety chain 'hall he furnished and installed for each pump. All holts and anchors shall he .,f Atatnless ,steel. 35,1Ut1-4 (►-Sable Copvright 1485 Ronestroo, Rosene, Anderlik b Associates, inc. 15,100.6. MOTOR AND _CABLE: Each pump motor shall he a sealed submersible type either air -filled or� running in high dielectric oil. Motors shall be ,.. NEMA Design B with stator winding and stator leads insulated with moisture resistant Class F insulation or approved oqu al. Motors shall be designed for continuous operation in a totally, partially or non -submerged condition. •+ Motors shall be capable of sustaining a minimum of 10 starts per hour. The pump motor cable, installed, shall he suitable for submersible pump appli- cation with P122-MSHA approval and this shall he indicated by a code or legend r+ permanently embossed on the cable. Cable sizing shall conform to NEC specifi- cations for pump motors and shall be of adequate size to allow motor voltage conversion without replacing cable. Pump cable shall be continuous from pump to the control panel. Junction boxes in the pump chamber are not allowed. The cable entry into the pump motor housing shall be protectea by a minimum of two sealing systems; one the cable entry into the junction chamber and the second sealing the junction chamber from the motor. The cable entry water sgai design shall be such that it p cludes specific torque requirements to insure a watertight and submersible seal. The junction chamber and motor shall be separated by a stator lead scaling gland or terminal board which shall isolate the motor interior from foreign materials gaining access through the pump top. f4 Each unit shall be provided with an adegt.iately designed cooling system. Ther- mal radiators integral to the stator housing, cast in one unit are acceptable for small motors. Units having large motors shall be provided with water jackets alone or in conjunction with thermal radiators and separate circula- �a Lion. Water jacket cooling channels and ports shall he non -clogging by virtue of their dimensions and connections for external flushing shall be provided. `s Each unit shall be capable of continuous operation under full load without damage for extended periods with only the pump volute immersed in the pumped media. Before final acceptance, a field running test demonstrating this abilitv, with 24 hours of continuous operation under the above conditions, !; shall he performed for all pumps being supplied if required ')v the Engineer. to integral thermal sensors shall he provided on all units with a water jacket or 9.4 HP and over to monitor stator temperatures. There %hall he one for each phase group in the motor. These shall he used in conjunction with and a sup- plement to the motor over current protection provided at the c,)ntrol panel.. " All units of 100 HP or more shall he furnished with a moisture sensor and it thermal sensors monitoring hearing temperatures in addition to the motor thermal sensors described above. Moisture and bearing thermal sensore, shall be independent of the motor sensors and shall be used in conjunction with and a supplement to the motor over current protection provided at the control panel. 35,ton-5 �-5R41 c C'Jpvright 198% anne5froo, Ro%ene, AndNrlik t� Asxof ist••y, Inc. Wiring for the motor and sensors shall. he included in the power cable to each pump. Each sensor shall have individual conductors to provide a separate alarm for each type of failure. The control panel shall have circuitry tc effect alarm and shut down functions from the moisture and thermal sensors in each unit. 35,100.7. LEVEL, SWITCHES. Pump chamber liquid level switches, 24 volt DC. shall be provided in the number and for the function shown on the plans. Each switch shall consist of a conical top and a hemispherical bottom covered with a chemical resistant neoprene rubber, or polypropylene, enclosing an eccen- trically fitted lead weight to keep the switch in the correct attir.ude, and shockproof mercury switch. The top of each switch shall be fitted with an integral protective hoot to prevent cable fatigue. Cable shall be three stranded conductors, heavily sheathed in PVC for resistance to immersion, cor- rosion and abrasion. Switches shall be permanently marked to indicate switch funtion, normally closed or open. Switch cables shall. be sufficiently long to connect directly to the control panel. Float switches shall be attached to a galvanized chain with weight to prevent entanglement and ease of removal from the pump chamber. Cable fasteners shall be stainless steel with rubber sleeve to prevent fatigue of float cables. 15,100.8. ELECTRICAL: Electrical power will be supplied by Northern States Power Co, at 230 -.olt, 3 ph from their pole mo+nted, open delta, transformer bank. The contractor shall construct the secondary service conduit Rad wiring from the control panel, up the transformer pole and terminating in a weatherhead for connection by the power company. Secondary service conduit shall he hot dipped galvanized, rigid steel conduit. The contractor shall install the electric service to conform with the rules of the utility and applicable electric codes and standards. The contractor shall he responsible for all coordination of work with the utility with regard to the service connection and pay all fees and charges submitted by the itility for their part of the service installations and connections. The contractor shall install all conduit, wiring, ¢rounding, meters, panels, electrical devices, etc., not installed by the power company and required for a complete service. Anv item furnished but not installed by the utility shall he installed by the contractor. The contractor shall install all conduit and wiring from the control ,.&nel to the pump chamber in accordance with applicable National, Scat(., and Local Electrical Codos. Conduits friam the control panel to the pump chamber shall be continuous, plugged air tight At the contr:)l panel and sloped to drain to the pump chamber. Frovide a separate heavy wall Ill. type b(1 Flit conduit for each pump power cable and one for all flelat cables. Conduit shall be sizes► to ,wrmit easy removal o', cables. WirinK for pimps, liquid level switches anti ;any <-,ther electricai devices in the pimp chamt,er shall he for s,abmersitile appiicv ion And Khall he contim.tous to the con•►ol pane'. Splices — iunc.tion boxes %hall not be used In the pump chamber. All connection%+ ant devi(P+ 'na'a'led in the pimp chamber Shall he stag tssthr and aithmernibie. �S ;W) -b s►-S841c c'opvright 1985 Ronestron, tiosone, An ter l ik 6 Associate%, Inc. 35,100.9. ELECTRICAL_ CONTROL: The contractor shall furnish and install a completely automatic duplex control system including fused main switch, trans- fer switch, auxiliary power receptacle, motor starting and protection equip- ment and a pump control system. The control pane', %hall he furnished by one control manufacturer. 39,100.9.1. Control: The pump control shall operate the two pumps based on the liquid level in the wet well. fin a rising 'evel the lead pump shall be started followed by the lag pump can a continuing rising level operating pumps shall he stopped at a common low level. Pumps shal' automatically alternate lead duty every cycle. Three float switches shall he provided for pump control and a fourth switch for a high water alarm condition. '15,100.9.2. Panel: The panel shall enclose all electrical and service equip- ment including the disconnect and transfer switches, power company's meter and metering equipment, motor control and supervis!)ry control equipment. The me- tering equipment shall he in a separate section of the panel that is sealable by the power companv. A lexan window, approximately 6" x 6", shall he placed in the door to allow reading of the meter with panel doors closed. ON The panel enclosure shall he low profile, weatnerproof, tamperproof, rain - tight constructed in accordance with NEM,A 3T standards. The enclosure shall tie constructed of not less than 14 gauge cold rolled steel. The enclosure shall be phosphatized before app.tcation of a rust-int-ibiting prime coat. The �! finish coat shall be exterior grade baked enamel green color to match the power companv's transformer. 1� The panel shall be equipped with two or more dead front, gasketed doors with a three-point latching system with single, padlockable hand].- for PA^_11 door. Tumbler type door locks are not acceptable. Ning,.-a ghall he piano type. The panel shall be free standing enclosure and shall be: low profile with a maximum 46 inches in height. Provide 4kirts to cover open area under panel 14 where floor stands are used. 'Where nec-essary to accommodate equipment and 64 devices, several sections shall he bolted together to form a single structure. Mounting and location of the control panel shall he subject to the approval of P4 the Engineer. The enclosure shall be furnished with internal, piano hinged c',00rs. Motor controls, circuit breakers, resets, indicating lights, timers, .-tc. shall be mounted to be accessible with interior doors closed. All devices �•n interior doorr. shall he labeled with engraved, laminated plastic nameplates, interior devices, relays, timers, terminals. Nt, . .41,All he marked with plastic tape or tags. the control panel components shall `u !I] labeled and manufactured in the United States. It is the intention 0 this rpgniroment that the panel 1+e constructed to 111. standards without reyuir�nk th-- manufacturer to -, a "I approved manufacturing faciliry or rer1.:iriry !hc Pntir,- panel rn havw a Ill. 4pai. 3 5 , 100-1 n-5A41c rt,pvright 1Q85 Ronestroo, Rusenp, Anderlik b Associates, Inc. All wiring Shall have not less than 600 volt insulation and all power wiring and bus shall be in compl.-te conformity with the National Electric Code and M State and local and NF.MA Electrical Standards. Control wiring shall be color i coded. All field connections and connections required to conveniently replace control components shall be made at approved type terminal blocks with en- graved bakelite marker strips. Complete wiring diagrams shall be prepared specifically for this project and submitted for approval along with technical data on components. 35,1no.9.i. Equipment_ The control shall have the following equipment, fea- tares and construction: I. Fused main disconnect with fuses sized as shown on the plan. Disconnect shall he suitable as a service entrance disconnect switch. 2. Auxiliary power manual transfer switch, rotary tvpe or equal. 3. Provide on the side of the control panel an Appleton #AE-1041 RS, 4 wire, 4 pole, 100 amp, 230 volt auxiliary power receptable. 4. Terminal blocks for power, pumpa, floats and future telephone line connections. 5. A lightning arrestor shall be supplied in the control and connected to each line of the incoming side of the power input terminals. The nrrc,,tor shall protect the control against damage due to lightning strikes on the incoming power line. Arrestor shall be of the solid-state type, designed to clamp within 20 microseconds under high level transient surge. Thyrite or carbon type arrestors are not acceptable. contractor shall connect a suitable earth ground to ground lug in enclosure, as required by the National Electric Code. 6. The control center shall include a three phase monitor/control connected to the incoming side of the power input terminals. The unit shall provide instantaneous drop -out protection in the event of phase, unbalance, phase loss, phase reversal, incorrect phase .egnence or low line voltage (under 1.� voltage). The phase monitor shall include automatic reset circuitry and a time delay to prevent drop -out ,iiie to momentary transients. 7. A thermal magnetic molded case circuit breaker ("F" frame or better) shall be supplied as branch circuit protection for each pump motor. 8. A full voltage across the line magnetic mot, or starter with ambient -compensated, quick -trip overload sensing in each phase to provide over current and running protection for eakh pump lnot•)r. -)ver current protection shall be provided by accurately sized replaceable hest-r elements. Units requiring replacement of completo overload block to match motor current are not acceptable overload reset +hall extend through inner panel door. Auxiliary contacts shall he provided for the control functions specified. 1i,100- 0-584Ic Copyright 1Q83 Ronestroo, Rosene, An.ierlik 4 Associates, Inc. r r �. Provide called -for (amber), running (green) and failure (red) indicating lights for each pump. Called light shall operate off of the float control POP relay and run light off of motor starter auxiliary contact. Pump failure shall indicate failure due to overload or phase monitor drop -out. M . Provide an indicating light for a high water level condition. r ( 11. Provide an indicating light and alarm circuitry for Fach thereto and/or moisture sensor if specified to be installed in the pump or if furnished with the pump by the manufacturer. Activation of alarm shall lock out pump until manually reset. Provide an oii-off switch to override the lockout feature and exterior alarm light. Panel light shall remain on until alarm clears. 12. Provide a push -to -test button that Ohall r)perate all indicating lights and the external alarm light. 13. Provide nn external 100 Watt alarm light fixture mounted on the side of the panel facing the street. The fixture shall be vandal resistant with an aluminum base and a red polv-carbonate lenrse. The alarm light shall flash upon any alarm condition. 14. A running time meter measuring hours and tenths of hours of operation up to 9999.9 hours shall he furnished for each pump. This shall be a 110 volt A.C. device operating from 110 volt control voltage by an auxiliary contact of the motor starter. 15. "Hand -off -auto" 3-position, rotary, oil -tight, heavy duty type selector switch for each pump. 16. Control center shall c:,ntain a minimum of four circuit lighting panel, or equal, which shall supply power to the various circuits listed below. CIRC((IT_# SUPPLIES POWER TO: #1 Cont 1 power breaker #2 Dup1rA GF1 receptacle #3 04 Alarm light Condensar ion heaters Should alarm light bulb replacement require operator to work inside panel, a nameplate shall be provided to warn operator to turn <-iff breaker when changing bulbs. 17. A regulated 24 VDC supply shall he furnished, with adequate capacity to handle ar additional 20% load, hovond the total %nl,*A-state module, relay, and lamp load requirement. Power supply %hall incorporate an easily replaceable standard time delav fuse in the I'S VAC input line, supply shall he fully rated to SO degrees 111, recognized, with automatic current limit protection, +/-n.022 regulation and two (2) year warranty. 1S,100-4 (}-5541 c Copyright 1995 Ronestroo, Rosene, Anderiik 6 Associates, Inc. 19. Wet well level -responsive automatic pump and alarm control system using the direct -acting_ liquid level sensors in the wet well. A controller/ Alternator shall have censor operation Simulation test switches, solid state alternation logic, lead pump alternation on successive starts, al- ternator over -ride control (auto, 1-2, 2-1), 24 volt sensor excitation, alarm and pump control relays. Provide an adjustable 0 - W) second timer to delay starting of the lag pump sucF, that if the wet 11 floods hiring a power outage, both pumps will not start at the same tir 14. An inner door mounted duplex GFI type convenience receptacle rated at 15 ampers shall be supplied for the operating of trouble lights, drills, etc. It shall be protected by a separate 15 ampere trip rated circuit hreak.r. 20. NAaters shall he provided of the size and number to prevent condensation inside the panel. Heaters shall he thermost.tically controlled and shall he field adjustable. 21. provide normally closed relay that will open neon any alarm condition or power failure for future telemetry to a remote location. 35,100.10. PIPING AND VALVES: Piping, valves and fittings shall be of the size and type shown on the plans. All pipe And fittings inside the pump cham- ber and valve vault shall be ductile iron or cast iron with 125 lb. flanged joints conforming to AWWA C110. r115, (:150 and (151. Gaskets shall be utility ring gaskets. All pipe and fittings shall he furnished with standard thickness cement mortar lining conforming to AWWA C104. All huried iron pipe shall he electrically conductive. F..ach pump discharge shall be provided with a shk,toff valve and two check valves. Shutoff valves shall he De7.urik Eccentric Valves or approved equal fitted with sealing materials for water service. Valves shall he designed for 150 psi working pressure and furnished with Class 1?5 lb. flanges. Valves shall be epoxy coated inside and outside. The val.ves shall be furnished with an extension stem with universal joint and flour box cast into top slab as shown on the plans. Fxtension stem shall he secured to valve operator. Check valves shall be Flvgt HDL or Grav Series 5000 hall check valves with cast iron body with nitril rubber coated steel hall -Aided by smooth rib, cast in the body wall. Valve shall he designed for I'),) Dgi working prear..ire and furnished with Class 125 lb. flanges. ;5,100.11. PAINTING: All metal surfaces inside the wet well, except aluminum access hatch and ladder, galvaniz�1 guide bars, factory finished pumps and metal fac,-s of the pump discharge connections, shall be painted with two coats of Koppers 300-M or approved equal. The pump manufacturer shall supply a touch-up kit for repairing the pump finish. 3g,100-In n-- 5A41 c t'.,pvr i ght I QM R:.nest rocs, Rospne . An-'e r I i k 6 Associate+, Inc. Above grade, exposed surfaces of the concrete wet well, pane, base and trans- former pad; steel vent.; and aluminum hatches shall be painted. Each surface material shall he primers as recommended Ov the paint mantiracturer. Two finish coats of Koppers Glamortex 501 enamel or approved ogtial shall be Applied the primed surfaces. Color shall match that -)f the control' panel. 35,100.12. FACTORY TESTS: All pumps shall he given 3n opara-iona! test.. At the factory prior to shipment.. Each pump ;hall he run dry to establish cur rent rotation and mechanical integrity and to detect •excessive vibration. A motor and cable insulation test for moisture content and insutation defects shall be run prior to submergence. The pump shall then be run for a minimum of 3n minutes submerged under not less than (, feet of water. ;sport completion of submerged operation, the motor and cable insulation shall hP given a mois- ture content test. A written report statinv, that thN foregoinK ha:, been done shall be aupplied to the Engineer with each pump at the tine a,`. shiptmont 35,1O0.13. SHOP DRAWINGS_ AND MANUALS: The contractor shall submit four (4) copies of sF i, drawings for all equipment to he furnished at each station to the Engineer for approval. Two copies will be returned to the contractor. In addition to the shop drawings, the contractor shall provide foar (4) copies of a complete operating and maintenance manual for each station prior to start- up. This manual shall cover, in addition to general operating procedures, the operation, maintenance and servicing procedures of the major individual coat- nonents provided for the pump station. Pump curves, parts lists, and wiring diagrams shall be included and all information shad be Sound in A suitable cover. 35,100.14. MANUFACTUPrh MUIPMENT: in these specifications and on accompany- ing drawings, there :r! specified and shown certain equipment and materials deemed most suitable fc.- the service anticipated. This is not, dome. 'iowever, to eliminate others equally as Rood and efficient. The contractor shalt pre- pare his Base Aid on basis of the particular equipment vne materials spec- ified. Alternate bids on equipment of oth•'r mi'tufacturers wi11 he considered and space has been provided on the proposal forer "or listinv alternate items of equipment with the name of the manntacturer Arai the ad..i or deduct to the Base Rid. In the event the contractor submits an -.idd or deduct on equipment other than that for which the stations were criginally laid imu', the contractor shall., at his own expense, make anv changes in tFir, strncturF,, nipinR or olec- trical necessary to ac^ommodatt• the eauipment. 15,100.15. MAINTENANCE 6 SERVIC'F: The Local Ail thoriiti r•t,resonrative shall have his own full times repair sert'ii-• 8vai!A'!1P On 24 t,our call. A factory serviceman An! servir•e vehiclo equipped with too!a to sake all necessary re- pairs, as well as component parts required to maintair matisfa:tory operation of the equipment out lined ire these sperifirations, vha11 he availahle if withrnrt undue 1play. 35,!00-11 O-5A41c Co pvrighr 14115 °.onegtrrn,, Rosene. And,•rlik I AS41ociates, Inc. i l r� L 35,10f�.16, START-UP: A factory trained serviceman shall be present at the time when the stations are to he put into service rind turned over to the Owner. He shall instract the Owner's perQonnel in the proper operation and maintenance of tht equipment and shall certify to the Engineer that All equip- ment is installed sad operating properly. 15,100.17. PUMP` WARRANTY: The pump manufacturer shall watr:int the knits be- ing supplie.l i� the owner against defects in workmanship and material for a period of five f`,1 vears. The submersihle motor and mechanical seals shall be included in the warranty. If they are not included as part of the standard warranty it. shall ')e cause fo rejection of the equipment. The warranty shall he in printed form and Apply to all similar knits. (>•- 5 9b l c C-)Pvtight 149S Ponwstroo, Rosene, Anler 1 ik 4 Aseacistes, Inc, 15,I()n-17 1 1 1 1 1 1 1 1 1� 151i►9 4/AI CONDITIONS OF THE. CONTRACT I N D E. X SECTION I — DEFINITIONS SECTION 2 — BIDDING REQUIREMENTS SECTION 3 — AWARD AND F.XEC11TION OF CONTRACT SECTION 4 — DRAWINGS, SPECIFICATIONS AND RELATED DATA SECTION 5 - ENGINFER—OWNER—CONTRACTOR RELATIONS SECTION 6 — AVAII..ARTI.ITY OF LANIIS; ►'H"SICAL CONDITIONS; REFERENCE POINTS SECTION 7 — MAfFRIALS, FOUIPMFNT AND WORKMANSHIP SECTION 8 — INSURANCE, L,FCAI_ RESPONSIBILITY PUBLIC SAFETY AND MISCELLANFOUS SECTION 9 - PROGRESS AND :OMPLF,TION OF WORK SECTION 10 - MEASUREMENT AND PAYMENT SECTION 11 - CHANGES IN THE: 14ORR SECTION 12 - CHANGE OF CONTRACT PRICE SECTION 13 - SUSPENSION OF WORK AND TERMINATION SECTION 14 - GENERAL PERFORMANCE PJND LABOR & MATFRIAI. PAYMFNI BOND FORM OF A(;RErmYN'C ('FR'T 1 F I CATF OF ACXW)W1..F.(:MtNT PAGE NO. I. 4. 6. 7. 12. 17. 19. 24. 30. 31. 37. 39. 43. 45. 55. CONDITIONS OF THE CONTRACT SECTION 1 1.1 CONTRACT DOCUMENTS The Contract Documents consist of the following, including all Addenda issued prior to the opening of bids and change orders or other Modifications issued atter execution of the Contract: (a) Bid Documents (Advertisement, Addenda, Information, to Bidders, Proposal and Bid Security); (b) Agreement; (c) Conditions of the Contract (General and other conditions); (d) Performance and Payment Bond; (e) Special Provisions; (f) Specificstions (General and Specific Requirements); (g) Drawings 1.2 CONTRACT The Contract Documents form the Contract. the Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral. 1.3. ENGINEER The Engineer is the person or entity or authorized representative thereof named in the Contract Documents. Li, OWNER the Owner is the person or entity or suthorized representative thereof named in the Contract Ik,t.'tunants. 1.5 CONTRACTOR Ths Contractor is the person or entity or authorized representative thereof named in the Contract Documents. 352ha :��rf 1.6 SUBCONTRACTOR The Subcontractor is the person or other entity having a direct contract with the Contractor and acts for or on behalf of the Contractor in executing any part of the Contract, but does not include any separate Contractor or his subcontractor or any material suppliers. 1.7 PROPOSAL The Proposal is the offer of a bidder to perform the work described in the Bid Documents when made out and submitted on the prescribed Proposal form, properly signed and secured. 1.8 BID SECURITY The Bid Security, where required by the Advertisement or Information to Bidders, is a cashier's or certified check, cash or Bid Bord accompanying the Proposal submitted by the bidder, pledging that the bidder will enter into an Agreement with the Owner for the carrying out G•t the Work, should the contract for the Work be awarded to him. 1.9 AGREEMENT The Agreement is the written contract between the Owner and Contractor covering the performance of the Work described in the Contract Documents. Other Contract Documents are attached to the Agreement. 1.10 PERFORMANCE AND PAYMENT BONDS The Performance and Payment Bonds are the approved form of security furnished by the Contractor and his Surety prior to the execution of the Agreement as a pledge of good faith on the part of the Contractor and the Surety in the event of the Contractor's default, covering the Contractor's faithful performance under the Contract Documents and the payment of all ogligations arising thereunder. 1.11 BIDDER A Bidder is an individual or other entity submitting a Proposal for the advertised Work. 1.12 SURETY A Surety is the person or other entity executing the Contractor's Performance and Payment Bonds. 1.13 SPECIFICATIONS The Specifications consist of the General and Specific Requirements pertaining to the Work. 2 - 3526a 4/81 1.14 DRAWINGS The Drawings are all plans, drawings or reproductions of drawings issued by the Engineer pertaining to the Work and provided for in the Contract Documents. 1.15 WRITTEN NOTICE Written Notice shall be deemed to have been served if delivered in person or sent by registered or certified mail to the individual or other entity or to the last known business address of such individual or entity. It shall be the duty of each party to advise the other parties to the Agreement as to any change in the business address until completion and acceptance of the Work. 1.16 ACTS OF GOD An Act of God is an unusual, extraordinary and sudden manifestation of the forces of nature, uncontrolled and uninfluenced by the power of man and without human intervention, that could not under normal circumstances have been anticipated or expected. Ordinary expected weather conditions of normal intensity for the locality shall not be considered as an Act of God. 1.17 DEFECTIVE ' An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract '. Documents or does not meet the requirements approval referred to in the Contract Documents, of any inspection, or has been damaged test or prior to Engineer's recommendations of final payment. 1.18 Day A calendar day of twenty-four hours measured from midnight to the next midnight. M 1.19 WORK k k The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work is the result of performing services, furnishing Iabor and rtirnishing and incorporating materials and *-quipment into the construction, all as required by the Contract Documents. 3526a 4/81 SECTION 2 BI_IDING REQUIREMENTS 2.1 PROPOSAL FORMS The Owner will furnish Proposal Forms to any qualified ridder upon request. 2.2 INTERPRETATION OF OUANrITY ESTIMATES The quantities appearing in the Proposal shall be used as the basis of calculation fr�c comparison of Proposals. The schedule quantities are to be considered approximate only and may be increased, decreased or omitted as provided in Section 11. 2.3 EXAMINATION OF PLANS, SPECIFICATIONS AND WORK SITE Each Bidder is required to examine carefully the site of the Work, the Proposal Forms, Specifications and Plans. Submission of a Proposal constitutes a representation by the Bidder that he has made such examination, has familiarized himself with the conditions to be encountered, the character, quality and quantity of work to be performed and material to be furnished and has correlated his observations with the requirements of these Contract Documents. 2.4 ADDENDA Any Addenda issued prior to the time of receipt of Proposals shall be included in the Proposal and shall be made part of the Contract Documents. Receipt of each Addendum shall be acknowledged by the Bidder in his Proposal. 2.5 PREPARATION OF BID The bidder shall submit his Proposal on the Proposal Form provided by the Owner. All blank spaces in the Proposal must be filled in clearly and correctly in ink or typewritten. Any interlinestion, alteration or erasure must be initialed by the signer of the Proposal. The Proposal shall be signed in ink by the individual or authorized representative making the Proposal. 2.6 RESERVATIONS AND/OR EXCEPTIONS Reservations or exceptions shall be clearly stated in writing and attached to the Proposal. They will be deemed to be a part of and incorporated into the Proposal. Bidders ate advised that if such reservations or exceptions + constitute a substantial deviation from the advertised terms and conditions, their Proposals may be rendered nonresponsive. The Bidder shall ake no additional stipulations on the Proposal nor qualify it in anv other mr r. a - 4 - + 3526a 4/81 0 r2.7 BID SECURITY If so stipulated in the Advertisement or Invitation to Bid, each Proposal shall be accompanied by a Bid Security in the required form and amount pledging that the Bidder will enter into a Contract with the Owner on the terms stated in his Proposal and will, if required, furnish bonds as described p hereunder in Section 3.2 covering the faithful performance of the Contract and M the payment of all obligations arising thereunder. Should the Bidder refuse to enter into such Contract or fail to furnish such bonds, if required, the amount of the Bid Security shall be forfeited to the Owner as liquidated damages, nor as a penalty. The Owner will have the right to retain the Bid Security of Bidders until either (a) the Contract has been executed and bonds, if required, have been furnished by the Contractor to whom an award has been made or (b) the specified time has elapsed so that unaccepted Proposals may be withdrawn, or (c) all Proposals have been rejected. 2.8 DELIVERY OF PROPOSAL Each Proposal shall be placed in an opaque envelope and securely sealed. The envelope shall be so marked as to indicate the name and address of the Bidder, the type of work and the Project Designation. If mailed, the sealed envelope shall be enclosed in a separate mailing envelope with the notation "PROPOSAL ENCLOSED" on the face thereof. All Proposals shall be in the office of the designated recipient before the time set for bid opening. 2.9 OPENING OF PROPOSALS Proposals will be opened publicly and read aloud at the time, date and place designated in the Advertisement. 2.10 EVALUATION OF PROPOSALS The Owner reserves the right to reject any Proposal if it shows any omissions, 11 alterations, irregularities, is Qubmitted subsequent to the opening of the 11 first Proposal, or is unaccompanied by any required Bid Security. The Bidder further acknowledges the right of the Owner to reject all Proposals and readvertise with the same or different Bid Documents. In any event, the Owner I+ reserves the right to waive any informalities, irregularities or minor it deviations in the Proposal. Comparison of Proposals will be made on the basis of the stated unit prices and unit prices will control in the event of a discrepancv between the unit price and the extension or summation thereof. li 2.11 CERTIFICATE OR INDEPENDENT PRICE DETERMINATION By submission of a Proposal, each Bidder certifies that: (a) The prices in the Proposal have been arrived at independently, without consultation, communication or agreement as to anv matters r relating to such prices with any other bidder or with any c'rmpetitor for the purpo-w of restricting competition; j r - 5 - 35?ba 4/81 (b) The prices in the Proposal have not been or will not be knowingly disclosed to any other bidder or competitor prior to the Owner's opening of the Proposals; (c) No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Proposal for the purpose of restricting competition. SECTION 3 AWARD AND EXECUTION OF CONTRACT 3.1 AWARD OF CONTRACT When the Proposal of the lowest responsible bidder is accepted and within 30 days after opening, the Owner will send him the necessary Contract Documents and a notice that the contract has been awarded to him, subject to the fur- nishing of a Performance and Payment Bond, where required. 3.2 PERFORMANCE AND PAYMENT BONDS Prior to or at the time of the execution of the Agreement the Bidder deter- mined to be the lowest responsible Bidder shall furnish a Performance and Pay- ment Bond as security for the faithful performance and payment of all his obligations under the Contract. Such Bonds shall be in a sum equal to the Contract Amount. The form of the bond shall be as the Owner may prescribe herein. The Bond shall be executed by the Bidder and a surety company author- ized to do business in the State where the Work is located. The surety company shall be listed in and the bond limit shall not exceed the amount set forth in the current Department of the Treasury "Surety Companies Acceptable on Federal Bonds" issued under 12 6 U.S. Code 6-13. 3.3 EXECUTION OF AGREEMENT The lowest responsible bidder shall, within 15 days after receiving the notice of award, sign the Agreement contained in the Contract Documents and return the signed Agreement and other Contract Documents to the Owner. 3.4 FAILURE TO EXECUTE AGREEMENT Upon the failure of the lowest responsible bidder to furnish an acceptably Bond, where required, or to execute the Agreement within the time above speci- fied, the Owner may have the option to annul the award and retain the Bid Security accompanying the Bid as liquidated damages and not 3s a penalty. This shall not be the sole remedy of the Owner but upon default by the Bidder the Owner may adopt any legal remedy which it may see fit tn adopt. 3`�2f-a 4/91 - h - lJ 3.5 RF,'ruRN OF BID SECURITY All Bid Securities, except that of the lowest responsible bidder, will be re- turned within 30 days after the date of the opening of Proposals. Th- Bid Security of the lowest responsible bidder will be returned upon receipt of the properly executed Agreement and Bond. SECTION 4 DRAWINGS, SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF DRAWINGS AND SPECIFICATIONS It is the intent of the Specifications and Drawings to describe a complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work that may reasonably be inferred from the Specifications or Drawings as being required to produce the intended result shall be supplied whether or not is is specifically called for. In furtherance of this intent: 4.1.1 The Contract Documents comprise the entire Agreement between Owner and Contractor concerning the Work. They may he altered only by a written change order. 4.1.2 The Contract Documents are complementary; what is called for by one is binding as if called for by all. If, during the performance of the Work, the Contractor finds a conflict, error or discrepancy in the Con- tract Documents, he shall report it to engineer in writing at once and before proceeding with the Work affected thereby; however, Contractor shall not be liable to Owner or Engineer for failure to report any con- flict, error or discrepancy in the Specifications or Drawings unless Con- tractor had actual knowledge thereof or should reasonably have known thereof. 4.1.3 When words which have a well-known technical or trade meaning are used to describe Work, materials or equipment, such words shall he inter- preted in a- rdance with such meaning. Reference to standard specifica- tions, manua: or codes of any technical society, organization or associa- tion, or to the code of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specifica- tion, manual or code in effect at the time of opening of Bids (or, on the effective date of the Agreement if there were no Bids), except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incor- porated by reference in the Contract Documents) shall change the duties and responsibilities of Owner, Contractor or Engineer, or any of their agents or employees from those set forth in the Crntract Documents. Clar- ifications and interpretations of the Contract Documents shall be issued by Engineer as provided for in Paragraph 4.4. 4.1.4 The Contract Documents shall be governed by the law of the place of the project. 3526s 4/81 4.2 ORDER OF PRECEDENCE If there be a conflict between or among any of the terms or provisions of the Contract Documents, which conflict cannot be reconciled by resorting to the intent of this Contract tinder Paragraph 4.1, the conflict shall be resolved by applying the following Order of Precedence: (a) Agreement; (b) Conditions of. the Contract; (c) Special Provisions; (d) Specifications - Specific Requirements; (e) Specifications - General Requirements (f) Drawings. 4.3 DISCREPANCIES Any ambiguity or discrepancy in the Drawings and Specifications, no matter how seemingly insignificant to the Contractor, shall be brought immediately to the attention of the Engineer for clarification. Anv Contractor who fails to bring any ambiguity or discrepancy of which it was or should have been aware, shall assume the risk of loss of claim, and shall be allowed no claim for the misinterpretation of the Drawings and Specifications contrary to the intended interpretation of the Engineer. 4.4 ADDITIONAL INSTRUCTIONS Further or additional instructions may he issued by the Engineer during the progress of the Work by the use of Drawings or other means to clarify the Contract Documents or tc explain or illustrate changes in the Work to be done. 4.5 COPIES OF DRAWINGS AND SPECIFICATIONS FURNISHED Except as provided for otherwise, five (S) copies of Drawings and Specifications shall be furnished to the Contractor without charge. 4.6 DRAWINGS AND SPECIFICATIONS AT JOB SITE One complete set of all Drawings and Specifications, Addenda, approved Shop Drawings, Change Orders and Other Modifications shall be maintained by the Contractor at the job Fite and shall be available to the Engineer at all times. 4.7 OWNERSHIP OF DRAWINGS AND SPECIFICATION �a All Drawings and Specifications and copies thereof and other data furnished by the Engineer *re and shall remain his property. They are to be used only with respect to this Project and are not to he used on any other project. Said documents are t�+ he returned i,r suitable accounted for to the Engineer on re- a" afi�a quest at the completion of the Work. Submission or distribution to meet offi- cial regulatory requirements or for other purposes in connection with the Pro- p" jest is not to be construed as publication in derogation of the Engineer's common law copyright or other reserved rights. 0• 4.8 DIMENSIONS Figured dimensions on the plans will be used in preference to scaling the Drawings. Where the work of the Contractor is affected by finish dimensions, F' these shail be determined by the Contractor at the site, and he shall assume the responsibility the:efor. M 4.9 SAMPi.ES All samples called for in the Specifications or required by the Engineer shall be firniFned by the Contractor and shall be submitted to the Engineer for his a review. Samples shall be furnished so as not to delay the Project. The Contractor shall furnish such samples of material as may be required for examination and testing. All materials and workmanship shall be in accordance with approved samples. All samples of materials for tests shall be taken �y according to methods provided for in the Specifications. 4.10 PRODUCT DATA Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work. to 4.11 SHOP DRAWINGS It 4.11.1 The Contractor shall provide Shoo Drawings, settings, schedules and such other drawings as may be necessary for the prosecution of the 10 Work in the shop and in the field as required by the Drawings, Specifications or Engineer's instructions. Deviations from the Drawings and Specifications shall be called to the attention of the Engineer at the time of the first submission of Shop Drawings and other drawings for approval. The. Engineer's review of arty drawings shall not release the Contractor from responsibility for such deviations. 1. 4.11.2 Shop Drawings shall be promptly submitted by the Contractor after he has reviewed, checked and approved the data to determine that they are in harmony with the requirements of the Project and with the provisions A the Contract Documents and after he has verified all field measurements p� and construction criteria, materials, catalog numbers and similar data. By submitting the Shop Drawings, the Contractor certifies that the work t represented by the Shop Drawings has been coordinated with the Contract Documents and all relevant field conditions. 4 t - V 02 ha 4/91 1 4.11.3 Shop Drawings shall 1)P submitted according to the following schedule: (a) Three copies shall be submitted with reasonable promptness and in such sequence as to prevent delay of the Work. (b) The Engineer shall, within fourteen (14) da? the submittal of any Shop Drawings, return one copy to the Contractor market' with corrections and changes. (c) The Contractor shall then promptly correct the Sh,' Drawings to conform to the corrections and changes requested by the Engineer. (d) Following completion of such corrections and changes, the Contractor shall promptly furnish the Engineer two copies of the Shop Drawings conforming to the required corrections and changes. 4.11.4 Engineer will review with reasonable promptness Shop Drawings and samples, but Engineer's review shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, sequences, techniques or procedures .,f construction or to safety precautions or programs incident thereto. The review of a separate item as such will not indicate review of the assembly in which the item functions. Contractor shall make any corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and resubmit new samples for review. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. Contractor's stamp of approval on any Shop Drawing or Sample shall constitute a representation to Owner and Engineer that Contractor has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data or assumes full responsibility for doing so, and that Contractor has reviewed or coordiiated ea�:.h Shop Drawing or sample with the requirements of the Work and the Contract Documents. 4.11.5 Where a Shop Drawing or sample is required by the Specificatio- no related Work shall be commenced until the submittal has been revie ed and approved by Engineer. 411.6 Engineer's review or approval of Shop Drawings or !-ampies shall not relieve Contractor from responsibility for any deviations from the. Contract Documents unless Contractor has in writing called Engineer's attention to such deviation at the time or submission and Engineer has given written concurrence and approval to the specific deviation, nor shall any concurrence or approval by Engineer relieve Contractor from responsibility for error* or omission,; in the Shop Drnwinga. 4.12 l!AL1,1 11F E ' 1 PMENT AND MATFR IAI.S 4,12.1 In ordri to f-stahliAli standard- of quality, the Engineer, in the SpHt- itications, has referred to certain products by nam« and catalog 152 ha 4/AI r ,tt.l w i number. This procedure is not to he construed as eliminating from competition other products of equal or better quality by other OMmanufacturers where fully suitable in design unless otherwise specifically i stated in the Specifications or Special Provisions. 4.12.2 The Contractor shall furnish the complete list of proposed desired substitutions prior to executing the Agreement. together with such I engineering and Product Data as the Engineer may require. A 4.12.3 The Contractor shall abide by the Engineer's recotmncndation when proposed substitute materials or item, of equipment are not recommended for installation and shall furnish the specified material or item of equipment in such case. All proposals fur substitutions shall be submitted in writing by the General Contractor and not by individual t' trades or material suppliers. The Engineer will review proposed substitutions and make his recommendation in writing within a reasonable : time. t� 4.13 FURNISHING OF PRODUCT DATA t� 4.13.1 The Contractor shall furnish one copy of complete Product Data for every manufacturered item of equipment and all components to be used in the Work, including specific performance data, material description, rating, capacity, working pressure, material gage or thickness, brand s� name, catalog number and general type. 4.13.2 This data shall be compiled by the Contractor and reviewed by the Engineer before any of the equipment i� ordered. 4.13.3 All data shall be indexed according to specification section and paragraph for easy reference. 4.13.4 After review, this data shall become a part of the Contract, and may not be deviated from except upon written approval of the Engineer. 4.13.5 Product Data for equipment reviewed by the Engineer does not in any case supersede the Contract DocumenrA. The review by the Engineer shall not relieve the Contractor from responsibility for deviations from Drawings or Specifications unless he has in writing called the Engineer's attention to such deviations at the time of furniRhing said data. Nor shall such review relieve the Contractor from responsibility for errors of any sort in *the items furnished. The Contractor shall check the Work described by the Product Data with the Contract Doctmtents for deviations and errors. 4.13.6 It shall be they responsibility of the Contractor to insure that items to be futnished fit the space available. He shall make necessary field measurements t.l ascertain space requirements, including those for connections, and shall order such sizes and nhape-v of equipment that the final installation shall gait the true intent and meaning of the Drawing% and Specifications. "" 3i2ha 4 / ti I f bulgy._'.. r 4.13.7 adhere equipment rt-quirinr different arrangement of crinnections from those shown is approved, it shall be the resperosihility of the Contractor to install the equipment. so as to allow for proper oneration and in harmony with the intent of the Drawings and Specifications, and to make all changes in the work required ►-y the different arrangement of conn- tions. oduct Data shall he promptly submitted by the Contractor after h iewed, checked and approved the data to determine if they are in harmr , ith the requirements of the Project and with the provisions of the Contract Documents and after he has verified all field measurements and construction criteria, materials, catalog numbers and similar data. In submitting the Product Data, the Contractor certifiers that the work represented by the data has been coordinated with the Contract Documents and all relevant field conditions. SECTION 5 F.NC INEE R-OWNE R-CONTRACTOF RELATIONS 5.1 ENGINEER'S STATUS AND AUTHORITY Engineer will be owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative daring construction are set forth in the Contract Documents and shall not be extended withmut written consent of Owner and Engineer. TFe Engineer's duties and limitations inc.ude: 5.1.1 Engineer will make visits to the. rite at intervals appropriate to the various stages of constrr_sctioi to observe the progress and quality of the executed Work and to determine, in general, if the Wvrk is proceeding in accordance with the Contract Documents, Engineer will not be re,-.iired to make exhaustive or continuous on-sito inspections to check the quality or quantity of the Work. Fngir.eer's efforts wi'l be directed toward providing for owner a greater tegree of confidence that the completed Work will conform to the Contract Documents. An the ba+is of such visits aed on -site observations as; an experienced and qualified design professional, Engineer will keep Owner informed of the progress of the Work and will endeavor to gitard Owner ngiin%t defects and 1*ficien(.ie% in the Work. S.1.2 Engineer will issue with reasonable promptness such written clarifications or interpretations of the Contract %cusents fin the form of Drawing4 or otherwise) as Engineer may determine neceo9ary, which shall be consistent with or reasonahiv inferable from thv overall intent of the Contract Documents. If Contractor believes that a written clariticatiori or interpretation justifies an increase in the (;ontratt Price nr Contract Tim.t, Contract-)r may make A claim therefor as provicrl in Section lI nr Section 12. i52ha a�ri i I r5.1.3 Engineer will have authority to disapprove or reject Work which is defective, and will also have authority to require special inspection or testing of the Work as provided in Paragraph 7.9, whether or not the Work is fabricated, installed or completed. The Engineer shall not have charge r of or control over the Work and shall have no authority to stop the Work. 5.1.4 If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in observing the performance of the Work. The duties, responsibilities and limitations of authority of any such Resident Project Representative and assistants will be as provided in these Conditions for the Engineer. C 5.1.5 Neither Engineer's authority to act under this Section 5 or elsewhere in the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of Engineer to Contractor, any Subcontractor, any manufacturer, fabricator, supplier or distributor, or any of their agents or employees or any other person performing any of the Work. 1. 5.1.6 Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", or terms of like effect or import t are used, or the adjectives "reasonable", "suitable", "acceptable", "proper", or "satisfactory", or adjectives of like effect or import are used to describe requirements, direction, review or judgment of Engineer as to the Work, it is intended that such requirements, direction, review ( or judgment will be solely to evaluate the Work for compliance with the t* Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective never indicates that �< Engineer shall have authority to supervise or direct performance of the Work or authority to undertake responsibility contrary to the provisions 9 of Paragraphs 5.1.7 or 5.1.8. 5.1.7 Engineer will not be responsible for Contractor's means, methods, +� techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and Engineer will not be responsible for contractor's failure to perform the Work in accordance �a with the Contract Documents. 5.1.8 Engineer will not be responsible for the acts or omissions of Contractor or of ar,. Subcontractors, or of the agents or employees of anv Contractor or Subcontractor, or of any other persons at the site of otherwise performing any of the Work. 5.2 ASSIGNMENT OF CONTRACT The Contractor shall neither sublet, sell, transfer, assign or otherwise dis- pose of the Contract or any portion thereof, or of his right, title or inter- est therein, or his obligations thereunder, nor, if this Contractor is a cor- porate entity, sublet, sell, transfer or assign a majority of the outstanding shares of stock in the corporation, without prior written consent of the M t 3526a 4/81 Owner. In case written consent is given, the Contractor will be permitted to sublet a portion of the contract or corporate stock thereof, but shall per- form, with his own organization, Work amounting to not less than 50 percent of the total original contract cost. No subcontracts or transfer of contract or corporate stock shall release the Contractor of his liability under the Con- tract or Bonds. 5.3 RIGHTS OF VARIOUS INTERESTS Wherever Work being done by the Owner's forces or by other Contractors is contiguous to Work covered by this Contract, the respective rights of the various interests involved shall be established by agreement to secure the completion of the various portions of the Work in general harmony. 5.4 SEPARATE CONTRACTS The Owner may let other contracts ;n connection with the Work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execu,.ion of their Work. It shall be the Contractor's responsibility to insper` all work by other Contractors affecting his Work and to report to the er any irregularities which will not permit him to complete his work i satisfactory manner. His failure to notify the Engineer of such irreg...erities shall indicate the work of other Contractors has been satisfactorily completed to receive his Work. The Contractor shall not be responsible for defects of which he could not have known, which develop in the Work of others after the Work is completed. It shall be the responsibility of the Contractor to measure the completed work in place and report to the Engineer immediately any difference between completed work by others and the Drawings. 5.5 SUBCONTRACTS Nothin herein shall create any legal relationship between the Owner or Engine. and any subcontractor, and no subcontractor shall have any rights under this Contractor's agreement with the Owner. The Contractor's award of subcontracts shall be subject to the following: 5.5.1 Unless otherwise specified in r,e Contract Documents, the Con- tractor shall, upon receipt of the executed Contract Documents, submit in writing to the Owner the names of the Subcontractor proposed for the Work. Subcontractors may not be changed except at the request or with the con- sent of the Owner. Contractor shall not employ any Subcontractor or other person or organization (including those who are to furnish the principal items of material, or equipment), whether initially or as a substitute Against whom Owner or Engineer may have reasonable objection. A Sub- contractor or other person or organization identified in writing to Owner and Engineer by Contractor prior to the Notice of Award and not objected to in writing by Owner or Engineer prior to the Not ice of Award will be deemed acceptable to Owner and Engineer. Acceptance of any Subcontractor, other person or organization by Owner or Engineer shall not constitute a waiver of anv right of Owner or Engineer to reject defective Work. If 352ha 4/81 Owner or Engineer after due investigation has reasonable objection to any Subcontractor, other person or organization proposed by Contractor after the Notice of Award, Contractor shall submit another acceptable Sub— contractor at no change in the Contract Price. Contractor shall not be required to employ any Subcontractor, other person or organization against ,.., whom Contractor has reasonable objection. 5.5.2 Contractor shall be fully responsible for all acts and omissions of his Subcontractors and of persons and organizations directly or indirectly e� employed by them and of persons and organ;zations for whose acts any of them may be liable to the same extent that Contractor is responsible for the acts and omissions of persons directly employed by Contractor. �r Nothing in the Contract Documents shall create any contractual relationship between Owner or Engineer a,id any Subcontractor or other person or organization having a direct contract with Contractor, nor shall it create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any Subcontractor or other person or organization, except as may otherwise be required by law. Owner or Engineer may furnish to any Subcontractor or other person or organization, to the extent practicable, evidence of amounts paid to Contractor on account of specific Work done. 5.5.3 The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or delineating the Work to be performed by any specific trade. 5.5.4 All Work performed for Contractor by a Subcontractor will be pursuant to an appropriate agreement between Contractor and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer and contains waiver provisions as required by Paragraph 8.1. Contractor shall pay each Subcontractor a just share of any insurance moneys received by Contractor on account of losses under Builder's Risk policies issued pursuant to Paragraph 8.1. 5.6 ORAL AGREEMENTS No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in anv of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced in anv proceeding of any other waiver or modification. 5.7 NONDISCRIMINATION IN FMYI.OYMENT For Work under this Contract the Contractor must agree: s 14 3526a 4181 be (a) That in the hiring of common or skilled labor for the perfor- mance of any work under this Contract or any subcontract hereunder, no contractor, material supplier or vendor shall, by reason of race, creed, color or national origin, discriminate against the person or persons who are qualified and available to perform the Work to which such employment relates; (b) That no Contractor, material qupplier or vendor shall, in any manner, discriminate against or intimidate or prevent the employment of • any person or persons, or on being hired, prevent or conspire to prevent any person or persons from the performance of the Work under this Contract on account of race, creed, color or national origin. (c) Violation of this section shall be cause for cancellation or termination of this contract. 5.8 DECISIONS ON DISAGREEMENTS 5.8.1 Claims, disputes, disagreements, or other matters in question between the Contractor and the Owner relating to the execution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Engineer for decision which he will render in writing within a reasonable time. 5.8.2 Any claim, dispute, disagreement or other matter that has been referred to the Engineer, except any which has been waived by the making or acceptance of final payment, shall be subject to arbitration under Pargraph 5.9 below upon the written demand of either party. However, no demand for arbitration of any such claim, dispute or other matter may be made until the earlier of the date on which the Engineer has rendered his written decision, or the tenth day after the parties have presented their evidence to the Engineer or have been given a reasonable opportunity to do so, if the Engineer has not rendered his written decision by that date. 5.8.3 If a decision of the Engineer is made in writing and states that it is final but subject to appeal, no demand for arbitration of a claim, dispute or other matter covered by such decision may be made later than thirty days after the date on which the party making the demand received the decision. The failure to demand arbitration within said thirty days' period will result in the Engineer's decision becoming final and binding upon the (honer and the Contractor. If the Engineer renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will nOL supersede any arbitration proceedings unless the decision is acceptable to the partiee concerned. 5.9 ARBITRATION 5.9.1 All claims, disputes and other matters in question arising out of, or relating to, this contra t of the breach theteof, except for M aims which have been waived by the making or acceptance -if final payment, or barred by failure to demand artiitra►ion within the time limits specified, i 352ba 4/91 (� ut,. .4 r so shall be decided by arbitration in accordance with the Construction on Industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. Prearbitration discovery shall be conducted in accordance with Rules 25 through 31 of the Federal Rules of Civil Procedure. The parties agree not to consolidate their arbitration proceedings with any such proceedings to which the ► Engineer is a party without the written consent of the Engineer. This agreement to arbitrate shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction. A 5.9.2 Notice of the demand for arbitration shall be filed in writing with �1 the ether party to the Contract and with the American Arbitration Association, and a copy shall be filed with the Engineer. The demand for arbitration shall be made within the time limits specified and in all �1 other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after the date when institution of legal or equitable proceedings based on such claim, dispute, or other matter in question would be barred by the applicable statute of limitations. 5.9.3 The Contractor shall ca-ry on the Work and maintain the progress schedule during any arbitration proce•-dings, unl..s otherwise agreed by him and the Owner in writing. SFA I MN h AVAILABILITY OF LANDS: PHYSICAL CONDITIONS; RFFF.RENCF. POINTS 1.A 6.1 LANDS BY OWNER The Owner shall provide, not later than the date when needed by the Contractor, the lands shc.-wn on the Drawings upon which the Work under the Contract is to be performed. The Owner shall also provide rights -of -way for access thereto. Any unreasonable delay in furnishing these lands by the Owner shall be deemed proper cause for adjustment in the Contract Amount and in the time of completion. b.2 LANDS BY CON'rRACTOR Any additional land and access thereto not shown on the Drawings that may be required for temporary construction facilities or for storage of materials shall be provided by the Contractor with no liability to the Owner. The Contractor shall confine his apparatus and storage of materials and operation of his workmen to these areas de4crihed in tht• Drawings and Specifications and such addit final area = whlAi !l,• e,av provid-� at his exponse. r 3526a ho 4/81 6.3 PRIVATE PROPERTY The Contractor shall not enter upon private property for any purpose without obtaining permission from the Owner thereof, and he shall be responsible for the preservation of all public property, trees, monuments, etc., along and adjacent to the street and/or right-of-way, and shall use every precaution necessary to prevent damage or injury thereto. He shall protect carefully from disturbance or damage all monuments and property marks until an authorized agent has witnessed or otherwise referenced their location and shall not remove them until directed. 6.4 SURVEYS Unless otherwise specified, the Owner shall establish all base lines for the location of the principal component parts of the Work together with a suitable number of bench marks adjacent to the Work. Based upon the information provided by the Owner, the Contractor shall develop and make all detail surveys necessary for construction, including batter boards, stakes for pile locations and other working points, lines and elevations. The Contractor shall be responsible for carefully preserving bench marks, reference points and stakes, and, in the case of destruction thereof resulting from his negligence or otherwise, the Contractor shall be charged with the expense and damage resulting therefrom and shall be responsible for any mistakes that may be caused by the unnecessary loss or disturbance of such bench marks, reference points and stakes. 6.5 UTILITIES The contractor shall he solely responsible for verifying the exact location of all utilities. Prior to the start of any construction, the Contractor shall notify all utility companies having utilities in the Project area. The Contractor shall have sole responsibility for providing temporary support and for protecting and maintaining all existing utilities in the Project area during the entire period of construction, including but not limited to the period of excavation, backfill and compaction. In cirrviog out this responsibility, the Contractor shall exercise. particular -are., whenever gas mains or other utility lines ar- crossed, to provide comEacted backfill or other stable support for such lines to prevent any detrimentai Misplacement, rupture or other failure. 6.6 INVESTIGATIONS Reference is wade to the Specifications for identification of those reports of inve st ig•ot ions and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by Engineer in preparation of the Drawings and Specifications. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. ., tN 3516a 6/P t 6.7 UNUSUAL CONDITIONS Contractor shall promptly notify Owner and Engineer in writing of any subsurface or latent physical conditions at the site or in an existing structure differing materially from those indicated or referred to in the Contract Documents. Engineer will promptly review those conditions and advise Owner in writing if further investigation or tests are necessary. Promptly thereafter, Owner shall obtain the necessary additional investigations and tests and furnish copies to Engineer and Contractor. If Engineer finds that the results of such investigations or teats indicate that there are subsurface or latent physical conditions which differ materially from those intended in the Contract Documents, and which could not reasonably have been anticipated by Contractor, a Change Order shall be issued incorporating the necessary revisions. SECTION 7 ' MATERIALS, EQUIPMENT AND WORKMANSHIP 7.1 MATERIALS AND E UIPMENT FURNISHED BY CONTRACTUR 7.1.1 Contractor shall `furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water and sanitary facilities and all other facilities and incidentals necessary for the execution, testing, initial operation and completion of the Work. 7.1.2 All materials used in the Work shall he of good quality, new unless otherwise provided for in the Contract Documents, shall meet the requirements of the Specifications, and shall not be incorporated into the Work until reviewed by the Engineer. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of requited tests) as to the kind and quality of material: and equipment. 7.1.3 All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditinned in accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in the Contract 1).--tments. 7.2 MATERIALS FURNISHED BY OWNER 7.2.'. Materials gpecifically indicated shall be furnished by the Owner. Before incorporating anv of the materials into the Work, the Contractor shall inspect the materials so t,irnished by the Owner. If the Contractor discovers any patent defects in material furnished by the Owner, he shall notify the Engineer. 7.2.2 Vnless ;itherwige noted .)r 4pecifiLslly BtAted, materials furnished by the Owner are considered to be f.o.b. the nearest railroad station or truck line. 'The Contractor shall transport the materials to the job site, 357t+a ./8l I unload and properly protect all such materials from damage or loss. The Contractor shall be responsible for material loss or damage after receipt of materials at the point of delivery. 7.3 STORAGE OF MATERIALS Materials shall be so stored by the Contractor as to insure the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard, clean surfaces, and/or they shall be placed under cover and not on the ground. Stored materials shall be located so as to facilitate prompt inspection. Private property shall not be used for storage purposes without the written permission of the Owner or lessee thereof. 7.4 OBSERVATION OF WORK All materials and equipment and each part or detail of the Work shall be subject at all times to observation by the Engineer and the Owner, and the Contractor will be responsible for strict adherence to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Work. Such observations may include mill, plant, or shop inspection, and any material furnished under these Specifications is subject to such observation. The Engineer shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make his observations and construction review. 7.5 CONTRACTOR'S SUPERINTENDENCE AND WORKERS 7.5.1 A competent superintendent, who is acceptable to the Owner, shall be maintained on the Work site and give efficient supervision to the Work until its completion. The superintendent shall have full authority to act on behalf of the Contractor, and all communications given to the superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed by the Engineer in writing. Other communications shall be so confirmed upon written request of the Contractor. It shall be the responsibility of the Contractor's superintendent to coordinate the work of all the Subcontractors. When required, the superintendent shall be present on the site to perform adequate supervision and coordination. 7.5.2 Contractor shall provide competent, suitably qualified personnel to surrey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the site. 7.5.3 The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any Subcontractors. All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to them. Any foreman or workman employed by the Con- tractor or Subcontractor who does not perform his work in a skillful man- 3526a 4/81 (, L ' ner, or appears to he incl-ompetent or to act in a disorderly or intemperate manner shall be discharged immediately and shall not he employed again in ' any portion of the Work. 7.6 CUTTING nND PATCHING ' The Contractor shall du all necessary cutting, fixing or patching of the Work that may be required to make its several parts fit together properly, or to properly receive the Work of the various trades, or, as required t:y the Drawings and Specifications, to complete the Work. He shall restore all 3..ch cut or patched work as approved by the Engineer. Cutting of existing structure that shall endanger the Work, adjacent property, workmen or the public shalt not he done. 7.7 WARRANTY AND GUARANTEE ' Contractor wartants and guarantees to Owner and Engineer that all. Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to Contractor. All defective Work, ' whether or not in place, may be rejected, corrected or accepted as provided in Paragraph 7.12. ' 7.8 ACCESS TO WORK Engineer and Fngineer's representatives, other representatives of Owner, testing agencies and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, inspection and testing. Contractor shall provide pr;•per and safe conditions for such access. 7.9 TESTS AND INSPECTIONS 7.9.1 Contractor shill Rive Engineer timely notice of readiness of the Work for all required inspections, tests or approvals. 7.9.2 If any law. ordinance, rule, regulation, cede, or or•ier of any ' public body having jurisdiction requiros any Work (or part thereof) to specifically be inspected, tested, or approved, Contractor shall assume full responsibility therefor, pay all costs in connection therewith and ' furnish Engineer the required certificates of inspection, testing or approval. Contractor shall also be responsible for and shall pay all costs in connection with any inspection or tenting required in connection with Owner's or Engineer's acceptance of a manufacturer, fabricator, supplier or distributor of materials or equipment proposed to be incorporated in the Work, or of materials or equipment submitted for approval prior to Contractor's purchase thereof for incorp.,ration in the Work. The cost of all other inspections, tests and approvals required by the Contract Documents shall be paid by Owner (unless otherwise specified). 7.9.3 A1.1 inspections, tests f- approvals other than those required by law. ordinance, rule, regulation, code or order of any public body having jurisdiction .shall he performed by organizatLons *elected by or acceptable to Owner or FnRineer. ;I 351ha 4J1S1 7.9.4 If any Work that is to be inspected, tested or approved is covered without written concurrence of Engineer, it must, if requested by Engineer, be uncovered for observation. Such uncovering shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover such Work and Engineer has not acted with reasonable promptness in response to such notice. 7.9.5 Neither observations by Engineer nor inspections, tests or approvals by others shall relieve Contractor from his obligations to perform the Work in accordance with the Contract Documents. 7.10 UNCOVERING WORK If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover., expose or otherwise make available for observation, inspection or testing as Engineer may required, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, Contractor shall bear all `he expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including compensation for additional professional services, and an appropriate deductive Change ,)rder shall be issued. If, however, such Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction if he makes a claim therefor as provided herein. 7.11 OWNER MAY STOP THE WORK if the Work is defective, or Contractor fails to supply sufficient skilled Workmen or suitable materials or equipment, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the bock shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor or any other party. 7.12 CORRECTION OR REMOVAL OF UFFYCTIVE WORK If required by Engineer, Contractor shall promptly, without cost to Owner and as specified by Engineer, either correct any defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by Engineer, remove it from the site and replace it with nondefective Murk. 7.13 ONE YEAR CORRECTION PERIOD If within one year after the date of Substantial Completion or such longer period of time as may be pre s r ibed by law or by the terms of any applicable special guarantee required by the Contract I),cuments or by any specific pro- 357ha 4/81 Q U , vision of the Contract Documents, any Work i,, found to tit, defective, Con- tractor shall promptly, without cost to Owner and in accordance with Owner's written instructions, either correct such defective Work, or, if it has been rejected by Owner, remove it from the site and replace it with nondefective Work. If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation for additional pr--)fessional services, shall be paid by Contractor. 7.14 ACCEPTANCE OF DEFECTIVE WORK If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, also Engineer) prefers to accept it, Owner may do so. In such case, if acceptance occurs prior to Engineer's recommendation of final payment, a Change Order shall be issued incorporating the necessary revisions in the Contract Documents, including appropriate reduction in the Contract Prue; or, if the acceptance occurs after such recommendation, an appropriate amount Fhall be paid by Contractor to Owner. 1,11 OWNER MAY CORRECT DEFECTIVE WORK , If Contractor fails within a reasonable time, after written notice of Engineer to proceed to correct and correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 7.12, or if Contractor fails to perform the Work in accordance with the Contract Documents (including any requirements of the progreaes gcheduse), Owner may, after seven days' written notice to Contractor, correct and remedy any such deficiency. In exercising his rights under this paragraph, Owner shall proceed expeditiously. To the extent necessary to complete corrective and remedial act.ion, Owner may exclude Contractor from all or part of the site-, take possession of all or part of the Work, sit- suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at t.hi, sit..! an.1 incorporate in the Work all materials and equipment stored at the site of for which Owner has paid Contractor but which are stored el»ewh<<r ,. Colst cact-)r shall allow Owner, Owner's representatives, agents and employt•es sn.h access to the site as may be necessary to enable Owner to exercise• his rights under this paragraph. All direct and indirect coats of Owner to exer.i�inE such rights shall be charged against Contractor in an amount verified by Kngi.!eer, and i, Change Order shall be issued incorporating the necessary revisions in the Crntract Documents and a reduction in the Contract Price. Such direct and indirect costs shall M include, in particular but without Iimitation, compensation for additional professionps serviced required and all costs cof repair and replacement of work of others destroyed or damaged by correction, removal «r replacement of Contractor's detective Work. Contractor »hall not be allowed an extension of the Contract Time because of any delay in performance cif the Work attributable to the exercise. by Owner �)t Owner's 1Leht» hereunder. 3 `_+1 ha 4/N1 SECTION 8 INSURANCE, LEGAL RESPONSIBILITY PUBLIC SAFETY AND MISCELLANEOUS 8.1 INSURANCE 8.1.1 General: The Contractor shall not commence work under this contract until he has obtained all insurance required under this Section and shall have filed the certificate of insurance or the certified copy of the insurance policy w Lh the Owner anJ Engineer. The Contractor shall not allow any Subcontractor to commence work on his subcontract until all insurance required for the Subcontractor has been obtained. Each insurance policy shalt contain a clause providing that it shall not be cancelled by the insurance company without ten (10) days written notice to the Owner and En neer of intent to cancel. Certificates of insurance shall be submitted on ' .,n:lard Form C.I.C.C.-701 or ACORD 25 forms and shall specifically note the clause providing for 10 day written notice to the Owner and Engineer of intent to cancel. 8.1.2 Workman's Compensation 6 Employer Liability Insuranc The Contractor shall secure and maintain during the life of this �'ract, Workmen's Compensation and Employer's Liability Insurance aP rf �ed by law for all his employees to be engaged directly or indirectly in :ne work on the project under this Contract. In case any work is sublet, the Contractor shall require the Subcontractor to similarly provide Workmen's Compensation and Employer's Liability Insurance for all the latter's employees to be engaged directly or indirectly in such work. The Contractor shall also maintain insurance required under any other Employee Benefit Acts in force or required by law at th«- site of construction. 8.1.3 Contractor Comprehensive General S Automobile Liability: The Contractor shall procure and maintain luring the life of this Contract, Contra.-:or's Comprehensive General and Automobile Liability Insurance which shall protect him from claitra for damages for personal injury, including accidental death, as well as from claims for property damage which may arise from operations unde» this contract, whether such operations be by himself or by any Subcontract(- or by anyone directly or indirectly employed by either of them. The insurance shall be in amounts listed below and shall provide coverage under the following hazards: Operations of Contractor Operations of Subcontractor (Contingent) I Products, including c.afpleted operations. This insurance is to he carried for a period of one year after completion or acceptance of the work. 4. Contractural Liability (See Section 8.1.5) 5. Property bamage h. Broad Form Property Damage i. All owned, Non -Owned and Hired Vehicles 35l ba 4/81 • M is N i Minimum Lim itF, - General liability 1. Bodily injury 2. Property damago Minimum Limits - Automobile. Liability 1. Bodily injury 2. Property damage $500,000.00 each occurrence $500,(00.00 completed operations $100,000.00 each occurrence $200,000.00 aggregate 5250,000.00 each person $500,000.00 each occurrence $100,000.00 each occurrence $200.000.00 aggregate It is required that basic exclisions for damage caused by explosion, collapse and damage to underground faci'ities, commonly known as X, C, U exclusions, be removed from the policies and so indicated as covered in the declaration and on certificates of insurance. This provision of the Conditions of the Contract will be waived on above ground projects where hazards of explosion and/or collapse do not exist. The exclusion of explosion will be waived on underground projects where blasting is not required and where the hazards of explosion do not exist. In addition to all of the listed coverages, the Contractor shall procure and saintain an Umbrella Excess Liability Policy in a minimum limit of $1,000,000.00. 9.1.4 Builder'sRisk Insurance: Before commencement of the Work, the Contractor shall provide Builder's Risk Insurance on a multiple peril form in the full amount of the total construction and material contract. Such insurance shall contain aii appropriate rider to include as Additional Named Insureds, the Owner, the Engineer and his consultants, and each of their officers, employees and agents, all suhcontractors, the equipment contractors and all of their subcontractors on the construction premises. Such insurance may have a deductible clause but the deductible amount shall he borne by the Contr.ctor and shall :not exceed $1,000.00. The Builder'a Risk Insurance required hereie, shall apply to projects ' involving construction of structures and building only. ►'he requirement{ of this section shall be iaived on projects involving only underground utilities, grading, street improvements and similar construction work, but ra any damage or toss to property shall be the sole responsibility of the Contractor un'il final acceptance of the Work. I� If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to aunstantiil completion thereof, such occupancy shall not commence prior to a time mitually agreed to by the Owner and Contractor and to which the insurance company or companies providing the property insurance have, consented by endorsement to the policy or , ,,l is ies. This insurance shall not be carcellod or iApsed -n account ,f curl- partial 3S2ha 4181 occupancy. Consent of the Contractor and of the insurance company or companies to such occupancy or use shall not be unreasonably withheld. The Owner and Contractor waive all rights against each other and the Subcontractors and their agents and employees and against the Engineer and separate contractors (if any) and their subcontractors' agents and employees, for damages caused by fire or other perils to the extent covered by inaurance provided under this section or auy other property .� insurance applicable to the work. 8.1.5 Contractural_ Liability Insurance: To the fullest extent permitted by law, the Contractor shall indemnify and hold harmless the Owner and the Engineer and `heir agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees arising out of or resulting from Vie performance of Work provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to ur destruction of tangible property (other than the Work itself) including the lops of use resulting therefrom, and (2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to negate, abridge or otf'erwise reduce any other right nr obligation of indemnity which would otherwise exist as to any party or person described in this Section. In any and all claims against the Owner or the Engineer or any of ti.eir agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Section shall not be limitea in any way ')y any limitation on the amount or type of damages; compensation or benefits payable by or for the Contractor or any Subcontractor under worker's or #orkmen's compensation acts, disability benefit acts or other employee benefit actr. 8.1.6 Minimum Insurance R,-quirements: Losses other than those covered by insurance shall he the ole responsibility of the Contractors. The insurance requirements as set forth herein shall be Lonaidered to be minimum requirements only. Any other insurance than may b,:• necessary to provide adequate coverage must be provided by the Contractors and shall be their sole responsibility. 8.2 PATENTS, FEES AND ROYALTIES Contractor shall pay all license fees and royalties anti assume all costs inci- dent to the use in the performance of the Work of any invention, design, process, product or ,ievice which is the subject of paten' rights .•r copyrights held by others. if a particular invention, Iest,;n, process, nrolk;;:t or device is specified in the Contract Documents for ose n the perl �rmn­:e .:f the work - ?b - 3526a 4/81 rand if to the actual knowledge of Owner or Engineer its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. Contractor shall :indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorneys' fees) arising out of any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents, and shall defend all such claims in connection with any alleged infringement of such rights. 8.3 PERMITS AND LICENSES All permits and licenses necessary for the prosecution of the Work shall be secured by the Contractor prior to the commencement of the Work. Contractor shall also pay all public utility charges, governmental charges and inspection s fees. 8.4 LAWS, REGULATIONS AND SAFETY 8.4.1 Contractor shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the Work. if Contractor observes that the Specifications or Drawings are at variance therewith, he shall give Engineer prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate Change Order or other Modification. If Contractor performs any Work knowing or being in a position to know it to be contrary to such laws, ordinances, rules and regulations, and without such notice to Engineer, he shall bear all costs E� arising therefrom; however, it shall not be his primary responsibility to make certain that the Specifications and Drawings are in accordance with such laws, ordinances, rules and regulations. b 8.4.2 Contractor shall he responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. He shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or lose to: (a) all employees on the Work and other persons who may be affected thereby; (b) ail the Work and all materials or equipment to be incorporated therein, whether in storage on or off the site; and (c) other property at the site o- adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, strictures and utilitieq not designated for removal, relocation or replacement in the course of construction. 1 352ha 4l81 8.4.3 Contractor shall comply with all. applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. He shall erect and maintain, as rtaquired by the conditions and progress of the Work, all necessary safeguards for its safety and protec- tion. He shall notify owners of adjacent utilities when prosecution of the Work may affect them. All damage, injury or loss to any property referred to in Section 8.4.2(b) and (c) caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor or any directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, shall be remedied by Contractor. Contractor's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor that Work is acceptable. 8.4.4 Contractor shall designate a responsible member of his organization at the site whose duty shall he the prevention of accidents. This person shall be Contractor's superintendent unless otherwise designated in writing by Contractor to Owner. 8.4.5 Contractor agrees to indemnify the Owner and Engineer and their agents and employees against all claims, demands, losses, damages and expenses (including attorneys' fees) arising out of or resulting from the contractor's violation of any safety law, regulation or code (including without limitation OSHA) or any other prudent precaution. 8.5 WARNING SIGNS AND BARRICADES The Contractor shall provide adequate signs, barricades, colored lights and/or watchmen and take all necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be protected at night by colored signal lights which shall be kept in operation from sunset to sunrise. 8.6 PUBLIC CONVENIENCE The Contractor shall at all times so conduct. his work as to insure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the Work, and to insure the protection of t-ersons and property. No road or street shall be closed to the public except with the permission of the Owner and proper governmental authority. Fire hydrants on or adjacent to the Work shall bt, kept acc"ssible to fire -fighting equipment at all times. Temporary provisions shall h,. msle by the Contractor to insure the use of ai.dewalks and the proper functioning of all gutters, sewer inlets, drainage d►tches and scion ditches, which shall not be obstructed. 8.7 CROSSING ►1TILITIEB, ETC. Where thy• pro-,ecu-ion of the Work results in the crossing of highways, rail- roads, streotW or utilities under the jurisdiction of state, county, :ity Or 3'i ?ha 4/81 Q L r rother public or private entities, the Contractor shall secure written permis- sion from the proper authority to cross said highway, railroad, street or utility before further prosecuting the Work. A copy of the written document granting permission shall be filed with the Owner and Engineer before any Work is done. The Contractor shall be required to obtain a written release from so the applicable authority upon completion of the Work. A copy of this written release shall be filed with the Owner and Engineer before final acceptance of the Work is granted. 8.8 SANITARY PROVISIONS The Contractor shall provide and maintain such sanitary facilities for the use of his employees and those of his Subcontractors as may be necessary to comply with the laws, rules or regulations of the Federal, State and local governments, or agencies or departments thereof. E� 8.9 PRESERVATION OF HISTORICAL OBJECTS 8.9.1 Where historical objects of potential archeological or E+ paleontological nature are discovered within the areas on which the Contractor's operations are in progress, the -Contractor shall restrict or suspend his operations in the immediate area of the discovery as may be necessary to preserve the discovered objects until the Owner has made /p arrangments for their disposition or has recorded the desired data E' relative thereto. 8.9.2 The Contractor shall immediately notify the Owner of any historical objects he may discover cr become aware of as the Work is being prosecuted, and shall aid in the preservation and salvage program decided upon, as may be requested or ordered by the Owner. No Work which the Contractor considers to he Extrp Work shall be per`ormed without the written authorization of the Owner. 8.9.3 The Owner shall have the right to restrict or suspend the Contractor's operations in the immediate area where historical objects are discovered for a period not to exceed 72 hours, without :_Haim being made by the Contractor for any damages he might suffer as a result thereof. Any restrictions imposed shall not remain in effect for a period exceeding 72 hours unless mutually agreed to in wviting. 8.10 USE OF PREMISES Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workmen to areas permitted by law, ordinances, a permits or the requirements of the Contract Delcuments, and shall not unreasonably encumber the premises with ,.instruction equipment or other materials or equipment. 11) 352ha 4/81 L:.: SECTION 9 PROGRESS AND COMPLETION OF WORK 9.1 NOTICE TO PROCEED The date of commencement of the Work is the date set forth in the Notice to Proceed. If there is no Notice to Proceed, commencement shall be the date of the Contract or such other date as may be established therein. Thereupon, the Contractor shall begin and shall prosecute the Work regularly and without in- terruption, unless otherwise directed in writing by the Owner, with such man- power and equipment as is necessary to complete the Work within the time stated in the Contract Documents. 9.2 CONTRACT TIME The Contractor shall complete, in an acceptable manner, All of the Work con- tracted for in the time stated in the Contract Documents, subject only to ex- tension for unforeseeable delays above and beyond the control of the Contrac- tor and his Subcontractors and withotit their fault or negligence. Notice of the Contractor claim for such extension shall he given within 15 dayb of the occurrence of the event giving rise to the claim; otherwise the claim shall be waived. 9.3 SCHEDULE OF COMPLETION The Contractor shall submit, at such time as may reasonably be requested by the Engineer, schedules which shall show the order in which the Contractor proposes to carry on the Work, with dates at which the Contractor will start the several parts of the Work and estimated dates of completion of the several parts. 9.4 USE OF COMPLETED PORTIONS The Owner shall have the right to take possession of and use any crmpleted or partially completed portions of the Work, notwithstanding that the time for completing the entire Work or such portions may not have expired. The Owner will seek to minimize the delay to the Contractor• occasioned bv_ the Owner's occupancy before Acceptance. 9.5 COMPUTATION OF TIME When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such peri- od. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall he omitted from the computation. ?iySa 4/N j ON M 9.6 LIQUIDATED DAMAGES 9.6.1 Time is the essence of the contract. The Contractor thereby agrees that the Owner will be entitled to damages for failure on the part of the contractor to comp' to the Work within the time limits is provided for in the Contract Documents. 9.6.2 Should the Contractor fail to complete the project on or be- fore the specified date, liquidated damages in the amount specified in the Special Provisions shall be deducted from any monies due or coming due to the Contractor or shall be paid to the Owner not as a penalty but as liquidated damages for each and every calendar day A that the contract shall remain uncompleted after the specified date 1! for completion. Liquidated damages are specified herein because of the extreme difficulty of ascertaining and establishing the actual damages which the Owner would sustain. t SECTION 10 it MEASUREMENT AND PAYMENT M 10.1 DETAILED BREAKDOWN OF CONTRACT AMOUNT Except in cases where unit prices form the basis for payment under the Con- tract Documents, the Contractor shall, within ten (10) days of receipt of the Contract Doctunents, submit an itemized breakdown of the Contract Amount having the value, including an allowance for profit and overhead, assigned to each part of the Work. Unless the breakdown of the Contract Amount is objected to by the Owner, it shall be used as the basis for all Requests for Payment. 10.2 REQUEST FOR PAYMENT !'t The Contractor may submit periodically, but not more than once each month, a Request for Payment for Work done and materials delivered and stored on the site. Payment for materials stored on the site will be conditioned on the following: hA (a) The Contractor shall !submit evidence to establish the Owner's title to such materials. (b) Acceptable provisions have been made for storage. (c) The Contractor shall provide and maintain insurance against all loss, theft, vandalism, damage and similar peril for the full value of the stored materiel. The insurance on the stored material shall name the Owner as inRured. h 3595a 4/A l �Ilirl. , Each Request for Payment shall be itemized and computed from the Work comple- ted on all items listed on the Detailed Breakdown of Contract Amount. Where unit prices are specified, the Request for Payment shall be based on the quan- tities completed. The Owner shall pay to the Contractor an amount not to ex- ceed 95% of the amount earned under the Contract subject to the approval out- lined in Section 10.3 and the provisions of Section 10.4 and 10.5. However, when the Work required under the Contract is 95% or more completed, upon rec- ommendation of the Engineer, such portions of the retained money shall be re- leased as the Owner determines are not required to be retained to protect the Owner's interest in satisfactory completion of the Contract. 10.3 ENGINEER'S ACTION ON A REQUEST FOR PAYMENT Within twenty (20) days of submission of any Request for Payment by the Con- tractor, the Engineer shall: (a) Approve the Request for Payment as submitted and forward it to the Owner. (b) Approve such other amount as he shall consider is due the Contractor, informing the Contractor in writing of his reasons for approving the modified amount. Withhold the Request for Payment, informing the Contractor in writing of his reasons for withholding it. 10.4 OWNER'S ACTION ON AN APPROVED REQUEST FOR PAYMENT Within thirty (30) days frcm the date of approval of a Request for Pay- ment by the Engineer, the Owner shall: (a) Pay the Request for Payment as approved bv the Engineer. (b) Pay such other amount in accordance with Section 10.5 as he shall decide is due the Contractor, informing the Contractor and the Engineer in writing of his reasons for paying the modified amount. (c) Withholding payment in accordance with Section 10.5 informing the Contractor and the Engineer in writing of his reasons for with- holding payment. 10.5 OWNER'S RIGHT r0 WITHHOLD PAYMENT 10.5.1 The Owner may withhold payment in whole or in part to the extent nec- essary to Prot :t himself from loss on Account of env of the 'allowing causes: (a) Violation of any of the terms -)f the Contract Documents. (b) Defective work not remedied, or comrleted woo whi::h has been damaged. 359"a 4/P1 U. (c) Reasonable evidence indicating potential filing of claims by other parties against the Contractor or Owner. (d) Failure of the Contractor to make payments to Subcontractors, materialmen or suppliers. (e) Damage to the Owner or any other person. (f) Contractor's unsatisfactory prosecution of the work. 10.5.2 When any of the above grounds for which payment is being withheld is removed, payment shall be made for the amount withheld. 10.5.3 INTEREST ON UNPAID REQUESTS FOR PAYMENT: Should the Owner fail to pay an approved Request for Payment within 30 days from the date of approval by the Engineer and should he fail to inform the Engineer and Contractor in writing of his reasons for withholding payment, the Owner shall pay to the Contractor simple interest on the past due amount at an annual rate equal to the monthly index of long term United States bond yields for the month prior to the month in which the obligation is incurred plus an additional one per- cent per annum. 10.6 CONTRAC'rOR'S WARRANTY OF TITLF. Contractor warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner at the time of payment free and clear of all liens, claims, security interests and eneumbrAnces (hereafter in these General Conditions referred to as "Liens"). 10.7 SUBSTANTIAL COMPLETION When Contractor considers the entire Work ready for its intended use Contrac- tor shall, in writing to Owner and Engineer, certify that the entire Work is substantially complete and request that Engineer issue a certificate of Sub- stantial Completion. Within a reasonable time thereafter, Owner, Contractor and Engineer shall make an inspection of the Work to determine the status of completion. if Engineer -toes not consider the Work substantially complete, Engineer will notify Contractor in writing giving his reasons therefor. If Engineer considers the Work substantially complete, Engineer will prepare and deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the cer- tificate a tentative list of items to be completed or corrected before final paymen*. Owner shall have seven days after receipt of the tentative certifi- cate during which he may make written objection to Engineer as to any pro- visions of the certificate of attached list. If, after considering such ob- jections, Engineer concludes that the Work is not substantially complete, Engineer will within fourteen days afte submission of the ►entative certificate to Owner notify Contractor in writing, stating is reasons 359',a t therefor. If, after consideration of .)wner's objections, Engineer considers the Work substantially complete, Engineer will within said fourteen days execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as he be- lieves justified after consideration of any objections from Owner. At the time of delivery of the ter.titive certificate of Substantial Completion Engi- neer will deliver to Owner and Contractor a written recommendation as to di- vision of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, maintenance, heat, utilities and insurance. Unless Owner and Contractor agree otherwise in writing and so in- form Engineer prior to his issuing the definitive certificate of Substantial Completion Engineer's aforesaid recommendation will he binding on Owner and Contractor until final payment. Owner shall have the right to exclude Con- tractor from the Work after the date of Substantial Completion, but Owner shall allow Contractor reasonable access to complete or correct items can the tentative list. 10.8 PARTIAL UTILIZATION Use by owner of completed portions of the work may be accomplished prior to Substantial Completion of all the Work subject to the following: 10.8.1. Owner at any time may request Contractor in writing to permit Owner to use any part of the Work which Owner believes to be substantially complete and which may be so used without significant interference with construction of the other parts of the Work. If Contractor agrees, Contractor will certify to Owner and Engineer that said part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time thereafter owner, Contractor and Engineer shall make an inspection of that part: of the Work to determine its atatua of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writ- ing giving his reasons therefor. If Engineer considers that part of the Work to be substantially complete, Engineer will. exe..c,lte and deliver to Owner and Contractor a certificate to that effect, fixing the date of Substantial Com- pletion as to that part of the Work, attaching thereto a tentative list of items to be completed or corrected before final payment. Prior to issuing a certificate of Substantial Completion as to part of the Work Engineer will de- liver to Owner and Contractor a written recommendation As to the division of responsibilities pending final payment between Owner and Contractor with re- spect to security, operation, safety, maintenance, utilities and insurance for that part of the Work which shall become binding upon Owner and Contractor at the time of issuing the definitive certificate of Substantial Completion as to that part of the Work unless Owner and Contractor shall have otherwise agreed in writing and so informed Engineer. Owner shall have the right to exclude Contractor from any part of the Work whi(-h Engineer hag so certified to he substantially complete, but Owner shall allow Contra,c.-r reasonable act•ess to complete or correct items on the tentative list. 4 ', V ,i a 4/41 rD i,l,... f 17 10.9.2 in lieu of the issuance of a certificate of Substantial completion as to part of the Work, Owner may take over operation of a facility constituting M part of the Work whether or not it is substantially complete if such facility is functionally and separately usable; provided that prior to any such take- over, Owner and Contractor have agreed as to the division of responsibilities M between Owner and Contractor for security, operation, safety, maintenance, correction period, heat, utilities and insurance w th rospect of such facility. 10.8.3 No occupancy of part of the Work or taking over of operations of a fa- cility will be accomplished prior to compliance with the requirements of Sec- tion 8.1 in respect of property insurance. 10.9 FINAL INS?ECT10N Upon writren notice from Contractor that the Work is complete, Engineer will make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to remedy such deficiencies. 10.10 FINAL APPLICATION FOR PAYMENT W After Contractor has completed all such corrections to the satisfaction of En - it gineer and delivered all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, marked -up record documents and other documents -- all as required by the Contract Documents, and after Engi- neer has indicated that the Work is acceptable (subject to the provisions of St Lion 10.12), Contractor may make application for final payment following t!e procedure for progress payments. The final Application for Payment shall ij be a,.• )mpanied by all documentation called for in the Contract Documents and 1i such ether data and schedules as Engineer may reasonably require, together with complete and legally effective releases or waivers (satisfactory to Own- 1Y ir) of all Liens arising out of or filed in connection with the Work. In lieu t* thereof and as approved by Owner, Contractor may furnish receipts or releases in full; an affidavit of Contractor that the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and '# that all payrolls, material and equipment bills, and ether indebtedness con- nected with the Work for which Owner or hi- property might in any way be re- sponsible, have been paid or otherwise satisfied; and consent of the Surety, t, if any, to final payment. If any Subcontractor, manufacturer, fabricator, t� supplier or distributor fails to furnish a release or receipt in full, Con- tractor may fu nish a Bond or other collateral satfstactory to Owner to indem- nify C •ainst any Lien. 10.11 1 YMENT AND ACCEPTANCE j; If, on 'hi of F.nRir,eer's observation of the Work during construction and M final inspc and Engineer's review of the final Application for Payment and accompan_,,ng documentation -- al'. as required by the Contract Documents, Engineer 19 satisfied that the Work has been completed and Contractor has fui- h - 3r, - •1545a b/81 bL, _, . filled all of his obligations under the Contract Documents, Engineer will, within ten days after rer.ei of the final Application for Payment, indicate in writing his recommendai n of payment and present the application to Owner for payment. Thereupon Engineer will give written notice to Owner and Con- tractor that the Work is acceptable subject to the provisions of Section 10.12. Otherwise, Engineer will return the Application to Contractor, indi- cating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application. If the Application and accompanying docums!ri ation are appropri- ate as to form and substance, Owner shall, within thirty days after receipt thereof pay Contractor the atr:ount recommended by Engineer. if, through no fault of Contractor, final completion of the Work is significantly delayed thereof an4 if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment and recommendation of Engineer, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than he retainage stipulated in the Agreement, and if Rands have been furnished as required herein, the written consent of the Surety to the payment of the balance due for that portion of *tie Work fully completed and accepted shall he .submitted by Contractor to en, eer with the Application for such payment. Such payment shall be made under the terms and conditions governing fine' payment, except that it shall not constitute a waiver of claimH. 10.12 CONTRACTOR'S CONTINUING OBLIGATION Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. Neither recommendation of any prog- ress or final payment by Engineer, nor the issuance of a certificate of Sub- stantial Completion, nor any payment thy f)wnrr to Contractor under the Contract Documents, nor any use or occupancy of the work or any part thereof by Owner, nor any act of acceptance by Owner nor any failure to do so, nor the issuance of a notice of acceptability by Engineer pursuant to Sections 10.10 or 10.11, nor any correction of defective Work by Owner shall constitute an acceptance of Work not in accordance with the Contract. Documents or a release of Contrac- tor's obligation to perform the Work i:i accordance with the Contract Documenta. 10.13 WAIVER OF CLAIMS The making and acceptance of final payment shall constitute: 10.13.1 A waiver of all claims by Owner against Contractor, except claims arising from unsettled Liens, from defective work appearing after final it- spection pursuant to Section 10.9 (it from failure to comply with the Con' t Documents or the terms of any special guarantees specified therein; hnwi it shall not constitute a waiver by Owner of any rights in respect to Costrac- tor's continuing obligations under the Contract Documents; and 10.13.2 A waiver )f all claims by Contractor against owner other then those previously made in wiitin►{ and atilt +insettled, } 4191 to ElU; : _ Ir—I L I I SECTION 11 CHANGES IN 1'ile WORK 11.1 CHA►.GE ORDERS Without invalidating the Agreement, Owner may, at any time or from time to time, order ad tions, deletions or revisions in the Work; these will be au- thorized by Change Orders. Upon receipt of a Chen a Order, Contractor sh4li proceed with the Work involved. All such Work :hall he executed under tht applicable conditions of the Contract Documenti- If any Change Order cause,; an inc-east of dectease in the Contract Price or extension or shortening of the Contract time, an equitable adjustment will made as provided in Section 11 or Section 12 on the basis of a claim made t.., t:-ithtr party. 11.14 MINOR CHANGES Engineer may authorize minor changes in the Work not involving an adjustment in the Contract Price or the Contract Time, whi(,, ar,• consistent with the overall intent of the Contract Documents. The-- may he .iccomplished by a Field Order rnd shall be binding on Owner, and also in -.)ntri.10 r who ehal perform ►,,.• -hange promptly. If Contractor believed 'tiat a -:eld Order ju...:.- fies an increase in the Contract Price or Contract ri .,-ontiactor may make a claim therefor As pro ided in this Section li. 11.3 UNAUTHORIZED WORK Additional Work performed without authorization of a Change Order will not en- title Contractor to an increase in the Contract Price or an extension of -hr Contract Time, except in the case of an emergency. 11.4 ENGINEER RECOMMENDATIONS Owner shall exerute appropriate Change Or 1' epare.: !•. Fngineer covering changes in the Work which are requiredi by Uw­�r, or req-1red because of un- fort-Aen physical conditions or emergencie because of uncovettng Work foupA ..ct to be defect:ve, or because of claim of Contractor for a �,...; ;n the Contrar t Time or the Contra wh i • `+ i • recommended by En- X4",let. 11.5 NOTICE OF CHANGE TO SURF'ry If notice of env chinge affecting the Contract. Prt-:r is required b•- the S _y, it will be Contracty, and the amount of :,ach applira` tractor ,hall furnish pro f :1 a7 of tut, Work or chrnge in anv Band to 'oe given to ,.:, po n,)tifv the Surety, ijuste••1 accordingly. Con- �?JIIYr. 11.6 CONGEALED CONDITIONS Should conco !ed conditions encountered in the performance of the Wcrk below the surface of the ground or should concealed or unknown conditions in an ex- isting structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Contract Scorn shall be eq,itably adjusted by Change Order upon claim by Tither party made within teu t1U) days after the first observance of the con,,ttion9. 11.7 CLAIMS FO1- P.DDITIONAL COSTS If the Contractor wishes to make a claim for an increase in the Contract Sum, he shall give the Engineer written notice thereof within ten 'NIO) days after the occurrence of the event giving rise to such claim. This notice shall be given by the :,,,,:tractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall pro- ceed in accordance with Paragraph 11.8. No such claim shall be valid unless so made. If the Owner and the Contractor cannot agree on the amount of the adjustment in the Contract Sum, it shall be referred to the Engineer in accor- dance with Paragraph 5.8. Any change in the Contract Sum resulting from such claim shall be authorized by Change Order. If the Contractor claims that adc;'tional coat is invo.ved because of but not limited to (1) any written interpretation of the engineer, (2) any order by the (Amer to stop the Work where the Contractor was not at fault, (3) any written order for a minor Trange i 1,e Work or (4) failure of payment by the Owner, Contractor shall make su-c►, c, m as provided in S•.jbparagraph 11 '. 11.8 WORK D1dRINc' AN EMERGENCY 11.8.1 In any emergency affecting the safety of persons or pro; L „ the Con- tractor shall act to prevent threatened damage, injury or loss. In all cases he 0411, as soon as practicable, notifv the Owner of the emergency and he shall wait for the instructions before proceeding to protect both life and 'OP.. .8.2 Any additiuna, compei 'ion or extension of time claimed by the ron- ractor on account of said Pn._ !ency w-irk shal l be determined undo r Paragraph 11.7 359`,a 4181 k- i SECTION 12 CHANGE OF CONTRACT PRICE 12.1 CONTRACT PRICE The Contract Price 'itutes the total compensation (subject to authorized adjustments) payable to Contractor for performing the Work. All duties re- sponsibilities and obligations assigned to or undertaken by Contractor 1 be at his expense without c.:_. a in the Contract Price. 12.2 CHANGE IN CONTRACT PRICE Er.cept where unit prices form the basis for payment under the Contract Docu- ments, the Contract Price may only be changed by a Change Order. Any claim for an increase it the Contract I Lce shall he based on written notice de- livered to Owner and Engineer w '.hin fifteen days of the occurrence of the event giving rise to the claim. ..atice of the amount of the claim with sup- porting data shall be delivered :thin forty-five days of such occurrence un- leas Engineer allows an additional period of time to ascertain accurate cost data. All ,,Iaine for adjustment in the Contract Price shall be determined by Engineer if (wner and Contractor cannot otherwise agree on the amount in- volved. Any change in the Contract Price resulting from any such claim shall be incorporated in a Change Order. 12.3 BASIS OF CHANGE The coat or credit to the Owner resulting from a change in the work shall be determined and mutually agreed 1,i—n in advance of performance of the change in work in one or more of the fo'.•)wing ways: . 12.3.1 By mutual acceptance of a lump sum properly itemized, ..s 12.3.2 By unit prices stated in the Contract Documents or subsequently 2kreed upon (unit prices shall include an allowance for Contractor's main office ex- pense, overhead, profit and bond), or 12.3.3 By actual cost of the changed work, plus an allowance for overhead, ' supervision and profit, as defined as follows: 1. The "cost of the changed work" shall mean costs necessarily in- curred in the proper performance of the changed work and paid by Con- tractor at rates not higher than the !standard paid in the locality of the work (except with prior consent of the Owner as more specifically defined as follows: a. The cost of the ehvnaed work shall include: l9 35958 4/61 ®C (1) Wages paid for labor in the direct employ of Con- tractor in the performance of the changed work in the field or in the fabrirstion shop under applicable col- lective bargaining agreements or under a salary or wage schedule agreed upon by Contractor and Owner, plus a payroll markup of 20 percent to cover all overhead items applicable to payroll, Such as insurance, taxes, F.I.C.A., workmen's compensation, unemployment taxes, and union benefits. (2) Cost of all materials, supplies ,end «equipment in- corporated in the changed work. (3) Cost, including maintenance of all materials, sup- plies, equipment, temporary facilities and hand tools owned by workmen, which are consumed in the performance of the changed work, and cost less salvage value on such items k.rsed but not consumed which remain the property of the Contractor. (4) Third party rental charges of all necessary ma- chinery and equipment, exclusive of hand tools, used in performing the changed work, including installation, miner repairs and replacements, dismantling, remov..l, transportation and delivery costs thereof at rental charges consistent with those prevailing in the area. (5) Cost of additional premiums for all bonds and in- surance which the Contractor is required by the owner or contract do•-uments to purchase and maintain and which is incurred as a resu', of performing the cha,iged work. (6) Sales, use or similar taxes, related to she ::ranged work and for which the Contractor is liable, imposed by any governmental authority. (7) Permit fees, royalties, damages for infringment of patents and costs of defending suits therefore, and de- posits lost for causes ,ether tha,i the Contractor's neg- ligence. (8) Losses and expenses, not compensated by insurance Or otherwise sustained by the Ct itra-tor in connection with the changed work provided they have resulted from causes other than the Bole or joint fault or neglect of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or for whose acts e•,.v of them may be liable. Su..-h losses shall include *ettlements made with the written consent and approval 1595a 4/81 A of the Owner. No such losses and expenses shall be in- cluded in the cost of the changed work for the purpose * of determining the Contractor's fees thereon. If, how- ever, such loss requires reconstruction and the Contrac- tor is placed in charge thereof, he shall be paid for his services an additional fee computed in proportion to the sum stated above for the original changed work. (9) Cost of "drayage," exclusive of any drayage between N shop and jobsite, only when Contractor must hire an in- dependent trucking firm and driver to perform special drayage services t performance of the changed work for N which Contractor's skills, manpower and vehicles are in- adequate. "Drayage" does not include transportation performed or which could have been performed by Contrac- tor's drivers or vehicles but for their use on another !! project. (10) Costs incurred due to an emergency arising out of the changed work affecting the safety of persons and property. i (11) Other costs incurred in the performance of the changed work if and to the extent approved in .advance in writing by the Owner. (12) Cost of subcontractors in performing the Contrac- 1-s tor's work as changed under this paragraph 12.3.3. com- puted in accordance with clauses 12.3.1, .2, or .3. ♦4 Ira b. The cost of the changed work shall exclude: E� (1) Salaries or other compensation for Contractor's officers, executive, general managers, project managers, estimators, engineers, timekeepers, surveyors, mechan- ics, warehousemen, auditors, accountants, purchasing and �i contracting agents, draftsmen (except sheetmetal drafts- men), stenographers, receptionists, and other staff em- ployees, whether or not employed at Contractor's prir.ci- pal office, branch office or field c,ifice at the job site, Ms k N (2) Expenses of Contractor's principal office, branch office or job site field office, including without lia- itation the expense for pick-up trucks, office trailers, storage trailers, rental of office or storage space, telephone, heat, lights, etc. bl - 35954 ! 4/81 (3) Ownership cost of maintenance expenses for Contrac- tor -owned equipment, including without limitation all construction equipment, trucks and vehicles, machines and all other owned equipment required for Contractor's performance of the Work. (4) Cost for purchase and maintenance of tools, materi- als, supplias and facilities not consumed during con- .truction jr incorporated in the work. (5) Contractor's capital expense, includinf interest on Contractor's capital employed for the work. (6) Overhead or general expenses of any kind, including but not limited to office or fabrication shop overhead or drafting and printing costs, except as may be ex- pressly included in clause 11.3.3.1a above. (7) Coats due to the negligence of Contractor, any sub- contractor, anyone directly or indirectly employed by any of them, or for whose acts any of them may be li- able, including but not limited to injury or Damage to persons or property, the correction of defective work, disposal of materials and equipment wrongly supplied, or making good any damage to property. (8) The cost of any item not specifically and expressly included in the terms described in clause 12.3.3.1a above. 2. Allowances for profit, overhead and nonreimbursable costs shall he computed as follows: A. For the Contractor (1) A minimum of 5% up to a maximum of 15% (the actaal rate dependent of the Contractor's performance and as- sumed risks as determined in the sole discretion of the Owner) of all reimbursable cotes defined in clauses 12.3.3.la(1) through (11) above, and (2) A minimum of 3'.' up to a maximum of 7% (as deter - reined in the sole discretion of th#• Owner) for the work of subcontractors supervised by the Contractor as com- puted in accordance with clauses 12.3.1, .2 or .3. (3) For first, second, third and fourth tier subcon- tractors claiming compensation for changed work under clause 12.3.3.1(a) (12). their allowances shall he de- termined at the sole reasonable discretion of the owner consistent with percentage% in subclauses (1) and (2) directly above. 42 _ 35958 4/81 V - I . 7 u 3. The Owner shall have the right to examine, inspect, copy and audit the books and records of any contractor or subcontractor making claim for reimbursement for costs and allowances hereunder in order to verify the accuracy, correctness, completeness and properiety of all costs and allowances claimed. 12.4 Work Performed by Subcontractors. 12.4.1 The Contractor's fees for work performed by subcontractors shall be a minimum of 5% up to a maximum of 10% (as determined in the sole discretion of the Owner, for such work where the work performed by subcontractors is super- vised by the Contractor) as compensation for all other costs and expenses in- cluding administrative overhead, profit and supervision. No fee will be al- lowed on subcontractor work not supervised by the Contractor. 12.4.2 The fee of first, second, third and fourth tier subcontractors for work performed for them by lower tier subcontractors shall be determined by the Owner within the percentage range set forth in clause 12.4.1 above. cRrTinW 11 SUSPENSION OF WORK AND TERMINATION 13.1 OWNER MAY SUSPEND WORK Owner may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to Con- tractor and Engineer which shall fix the date on which Work shall be resumed. Contractor shall resume the Work on the date so fixed. Contractor will be al- lowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension if he makes a claim therefor as provided in Sections 12 and 13. 13.2 OWNER MAY TERMINATE Upon the occurrence of any one or more of the following events: 13.2.1 If Contractor is adjudged a bankrupt or insolvent, 13.21 If Contractor makes a general assignment for the benefit of creditors, 13.2.3 If a trustee or receiver is appointed for Contractor or for any of Contractor's property, 13.2.4 If Contractor files a petition to take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws, 3'9Sa 4/61 13.2.5 If Contractor repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment, 13.2.6 If Contractor repeatedly fails to make prompt payments to Subcontrac- tors or for labor, materials or equipment, 13.2.7 If Contractor disre�, -de laws, ordinances, rules, regulations or orders of any public body having jurisdiction, 13.2.8 If Contractor disregards the authority of Engineer, or 13.2.9 If Contractor otherwise violates in any substantial way any provisions of the Contract Documents, Owner may after giving Contractor and his Surety seven days' written notice, terminate the services on Contractor, exclude Contractor from the site and take possession of the Work and of all Contractor's tools, appliances, con- struction equipment and machinery at the site and use the same to the full ex- tent they could be used by Contractor (without liability to Contractor for trespaas or conversion), incorporate in the Work all materials and equipment stored at the site or for which Owner has paid contractor but which are stored elsewhere, and finish the Work as Owner may deem expedient. In such case Con- tractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Work, including compensation for additional professional services, such excess shall be paid to Contractor. If such costs exceed such unpaid balance, Contractor shall pay the difference to Owner. Such costs incurred by Owner shall be verified by Engineer and incorporated in a Change Order, but in finishing the Work, Owner shall not be required to ob- tain the lowest figure for the Work performed. 13.3 Where Contractor's services have been so terminated by Owner, the ter- mination shall not affect any rights of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Con- tractor by Owner will not release Contractor from liability. 13.4 Upon seven days' written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy, elect to abandon the Work and terminate the Agreement. In such case, Contractor shall be paid for all Work executed and ar -Kpense sustained plus reasonable t r- mination expenses. 13.5 If, after notice of termination. for failure to fulfill contract obliga- tions, it is determined that the Contractor has not defaulted, the termination shall be deemed to have been effected for the convenience of the Owner and the Contractor shall be paid in accordance with paragraph 13.6. 13.6 CONVENIENCE TERMINATION BY THE OWNER The Owner reserves the right to i urinate the Work under this contract in whole, or from time to time in part, and said termination for convenience 3595a 4/81 - 44 - Cy) tiul 4 w V% shall not be construed as a breach of the Contract. If the Contract is ter- minated for convenience, the Owner shall give the Contractor written notice specifying the extent the Work of the Contract that is being terminated and the effective date of said termination. Upon receipt of the notice of termi- nation, the Contractor shall stop work on the date and to the extent speci- fied. The Contractor shall place no further orders nor incur any further costs for -'- terminated parts of the Work, The Contractor shall further ter- minate all orders and subcontracts relating to the terminated part of the ►+ Work. The Owner shall pay the Contractor for the value of the Work terminated e as completed to the termination date together with a reasonable profit on the completed Work, but no damages or costs or lost profits. Disposition of the 10 completed parts of the terminated work, materials, equipment and other tang- ible property shall be made as agreed upon by the Owner and Contractor. The title to any property and materials retained by the Owner shall accrue to the Owner immediately upon payment by the Owner to the Contractor. 1� 1 13., CONTRACTOR NAY STOP WORK OR TERMINATE M If, through no act or fault of Contractor, the Work is suspended for a period of more than ninety days by Owner or under an order of court or other public 1 authority , or Engineer fails to act on any Application for Payment within thirty days to pay Contractor any sum finally determined to be due, the Con- tractor may, upon seven days' written notice to Owner and Engine•r, terminate the Agreement and recover from Owner payment for all Work executed and any ex- pense sustained plus reasonable termination expenses. In addition and in lieu to of terminating the Agreement, if Engineer has failed to act on an Application IR for Payment or Owner has failed to make any payment as aforesaid, Contractor may upon seven days' notice to Owner and Engineer stop the Work until payment #� of all amounts Lien due. The provisions of this paragraph shall not relieve Contractor of his obligations to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with Owner. SECTION 14 GENERAL 14.1 LIMITATION OF LIABILITY t In no event, either as a result of breach of contract, Negligence, or other- wise, shall the Owner or Engineer or their agents or Employees be liable for damages or loss of profits, loss of use, loss of revenue, loss of bonding ca- pacity, or any other special, indirect or c.,nsequential damages of any kind. To the extent the Contract Documents allow any liability to be imposed, the total liability of the Owner and Engineer for any loss, claim, or damage aris- ing out of this agreement or the performance or breach thereof, shall be lint irod to the value of the work performed. 14.2 REMEDIES The duties and obligations impp •se Ceneral Conditions and the rights and remedies available hereunc. -.r ies hereto, and, in particular but without limitation, the warrar a?s and obligations imposed upon Contractor herein and a,! of the remedies available to Owner and Engineer thereunder, shill be it ., and shall not be construed in any way as a limitation of, any ;emedies available to any or all of them which are otherwise imposed ile by law or contract, by special warranty or guarantee or by other pr,_,dions of the Contract Documents, and the provisions of this paragraph Rhatl be as effective as if repeated specif- ically in the Contract Documents in connection with each particular e,•ty, ob- ligation, right and remedy to which they apply. All representations, warran- ties and guarantees made in the Contract Documents shall surv;ve final payment and termination or completion of this Agreement. - 4h - 3S9Sa 4/81 PM r 1 PERFORMANCE BOND 1 f KNOW ALL MEN BY THESE PRESENTS: that Ias Principal (hereinafter ,;ailed Contractor) and, as Surety (hereinafter called Surety) are held and firmly bound unto as Obligee (hereinafter called Obligee) in the amount of Dollars ($ ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, admin- istrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, ( ,itractor has by written agreement dated 19_, enterpd into a contract with the Obligee for construction of _ in accordance with Drawings and Specifications prepared by which contract ^y reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE. CONDITION OF THIS OBLIGATION is such that, if Contrac- tor shall promptly and faithfully perform said Contract in conformance with the Contract Documents, and all guaranty, indemnity and warranty obligations specified therein, and shall promptly and faithfully remedy any breach of its obligations under the Contract Documents discovered within the time limits set by statute for commencement of actions, and shall pay any damages for unex- cused late completion, then this obligation shall he null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any altersti-n, changes or extension of time made by the Obligee. Wheneve% the Contractor sha:l be, and aeclared by the Obligee to be in do= fault under the Contract, the Surety may promptly remedy the default, +r small promptly: (1) Lomplete the Contract in accordance with its tecas and eonditi • , if appropriate, 3595a 47 - 4/61 (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder died Surety, dnd make available as Work progresses (even though there shall be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion and other costs and damages for which the Surety may be liable hereunder, but not exceeding the amount sc-t forth in the first paragraph here- of less the balance of the contract price. The term "balance of the contract price," as used in this paragraph shall mean the total amount payable by the igee to Contractor under the Contract and any amendments thereto, less the paid by r' Obligee to Contractor, of if appropriate, (3) Promptly pay such sums to the Obligee as the Obligee may be entitled from the Contractor under the Contract Documents, or for the breach thereof, but not exceeding tup ,t set forth in the first paragraph hereof. The surety :.gre bo,ind by any award granted to the Obligee sga the Contractor in ar iun or judicial proceedings commenced pursuant t, the Contract Documents. No right of action shall accrue on this bond to or for the use of any per- son or corporation other than the Obligee named herein - the successors of the Obligee. Signed and sealed this day of 19 F M r- !N Witness 35Y5a 4/81 d(►N( S i Contractor By _ Signature ('Ty • 1 or Printed name of Signer) Title By Signaturd + (Typed or Printed name Signer; - 48 - (If the contractor is a partnership or joint venture, all partners or co -ven- turers must execute this Bond.) Surety Address Phone No. Witness By Signature Typed or Printed Name of Signer Title Local. Address b Telephone !lumber (The attorney -in -fact shall attach here- to a copy of his power of attorney or other document which authorizes his to act on behalf of and to bind the surety.) - 49 - 1595a 4/81 to pi l 4 LABOR ANT) MATERIAL PAYM"N'r BOND MNOW ALL MEN BY THESE PRESENTS: that a•. Principal, (hereinafter called Contractor) and, t _ as Surety (hereinafter called Surety) are held and firmly bound unto. as Obligee (hereinafter called Obligee) for the use and benefit of claimants as hereinbelow defined, in the amount of Dollars ($ _), for the payment whereof Contractor and Surety bind them- selves, their heirs, executors, administrators, successors and assigns, joint- ly and severally, firmly by these presents. it 4 WHEREAS, Contractor has by written agreement dated , entered into a contract with Obligee for construction of _ in accordance with Drawings ant Speci- fications prepared by which contract is by reference made a part hereof, and is hereinafter referrer to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATV,N is such that, if Conttac- tor shall promptly make payment to all claimants as hereinafter defined, fot all labor and material used or reasonably required for use in the performance of the Contract and shall keep the Project free and clear rf all liens as pro- vided in the Contract, then this obligatior shall he void; otherwise it shall remain in full force and effect, subject, ',)wever, to the following conditions: 1. Claimant is defined as one permitted by applicable law to file a Pub- lic Contractor's Bond claim for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include without limitation that part of water, gai, power, light, heat, oil, gasoline, telephone service, rental of equipment, insurance premi- ►ms, taxes, and anv items for which a lai-n it lien may be filed against the Obligee. under the applicable law. Z. The above named Contractor and Surety hereby jointly and severally agree with the Obligee that every claimant as herein defined, who has not been paid in full may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sums as may be justly due claimant, and have execution thereon. The Obligee shall not he liable for the payment ,-lf anv o costs or expenses )f anv such s„it. 3595a L/81 3. No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant shall have filed a public contractors bond claim in the form and within the time provided under applicable law, or (b) After expiration of time for enforcement of a public Contractors bond claim by legal action. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder. 5. The Contractor and Surety shall keep the Project free and clear of liens and shall promptly remove any and all liens filed against the Project by claimants. A 6. The Obligee's right of action on this bond, or for the breach thereof, shall not be limited by the conditions set forth in paragraphs 1 through 3 above. F Ito #. Witness I to Contractor By Signature Typed or Printed name of Signer Title By Signature (Typed or Printed name of Signer Title (If the contractor is a partnership or joint venture, all partners or co -ven- turers must execute this Bond.) - 51 - 35958 4161 ;' :4 Surety Address Phone No. Witness By__ Signature w it, Y �I 1� iE to d 3595a 4/S1 Typed or Printed Name of Signer Title (Local Address 6 Telephone Number) (The attorney -in -fact shall attach here- to a copy of his power of attorney or other document which authorizes his to act on behalf of and to bind the surety.) - 52 - M FORM OF AGREEMENT pa THIS AGREEMENT, made and signed this day of_ 19 by so and between , hereinafter called the "Owner", and hereinafter called the "Contractor". on THIS AGREEMENT WITNESSETH, that the Owner and the Contractor, for the con- i sideration hereinafter stated, agree as follows: ARTICLE I. The Contractor hereby covenants and agrees to perform and exe- cute all the provisions of the plans and specifications as prepared by Bones troo, Rosen., AnderIik b Associates, Inc., of St. Paul, Minnesota, and inaic.ited below under ARTICLE IV, as provided by the Owner for: RY r+ and to do everything required by this Agreement and the Contract Documents. ARTICLE II. The Contractor agrees .-hat the Work contemplated by this Con- tract shall be fully and satisfactorily completed on or before , s 19 c ARTICLE III. The Owner agrees to pay and the Contractor agrees to receive 1 and accept payment in accordance with the prices bid for the unit or lump sum 1 items as set forth in the conformed copy of Proposal Form hereto attached, which prices shall conform to those in the accepted Contractor's Proposal on file in the Office of the , the aggregate of which prices, based on the approximate schedule of quantities, is estimated to be $ ARTICLE IV. The Contract Documents shall consist of the following compon- ent parts: 1. The Proposal Form (conformed copy) 2. Conditions of the Contract (General, Supplementary and other Conditions) 3. Special Provisions (if any) 4. Plans and Drawings which are attached to the Specifications or which are identified as Sheets 1 through for: is 5. Specificatons (Ceneral and Specific Requirements) 6. Addenda No, through_ 7. Performance and Payment Bond 8. This Agreement 11 This Agreement, together with the documents hereinabove mentioned, form the Contract and all documents are as fully a part of the Contract as if at- tached hereto or herein repeated. 19788 - 53 - It 04 IN WITNESS WHERr.OF, the p-rties t,; this Agreement have hereunto set their hands and seals as of the day and year first above written. Attest: f +� In the presence of: i� it i It M i9 784 The (Seal) Av MAYOR By BY 54 - CONTRACTOR TITLE 08 PM CERTIFICATE OF ACKNOWLEDGMENT BY PRINCIPAL •� (For use where Contractor is individual or partnership) STATE OF MINNESOTA ) ) SS. COUNTY OF ) On this day of 19 before me personally appeared to me known tc be the person described in and who executed the foregoing bond, and acknowledged that he executed the same as free act and deed. ,s 4$ to (Notarial Seal) Notary Public CERTIFICATE OF ACKNOWLEDGMENT (For use where Contractor is a corporation) STATE OF MINNESOTA ) SS. COUNTY OF ) On this day of , 19 , before me personally appeared and , to me personally known who, being by me duly sworn, did say that they are re- spectively the of , that the seal affixed to the foregoing instrument is the corporate seal of said corporation, and that said instrument was executed in behalf of the corporation by authority of its Board of Directors, and said and acknowledged the instrument to be the free act and deed of said corporation. Notary Public (Notarial Seal) Full Name of Surety Company Home Office Address Full Name of surety Co. Name of Local Agency Address of Local Agency If this bond is executed outside of the State of Minnesota, it must be counter- signed on the Performance Bond by a Minnesota resident agent of the Surety Company. Name of Agent affixing countersignature Address MEMORANDUM: Affix here Power of Attornev and Acknowledgment of Corporate Sure- ty. 55 - 39788 �o Manhole steps shall be placed CASTING A B so that off -set vertical portion -----__._____ __.,._1...___ of cone is facing downstream ---- R17728___ 917608 gj t -R1642� �- is 4- •, y • •`. R 1755 G ---t 27' 7 Flow --,►- r.,Slope�Grout �. �. •�-_ _—_/Ix Grout bottom of manhole to 1 / 2 diameter of pipe and slope grout 2" toward invert. •O f PLAN Neenah frame and cover, or equal. with 2 conceoled pick holes. See Specification for costing number. Minimum of 2, maximum of 3 Cor its adjustment rings allowed. •i ' All 1-,mts in manhole, to have.�O. r ng rubaer gaskets Manhole steps, Neenah R1981J or equal, 15 " o c Aluminum • err: ���,• steps approved D � Where sewer runs straight through !• o standard manhole, the pipe shall r •!� '• be continuous The top 112 of the " `•�•. , r �' pipe shall be broken out after S � -�.. _ .._. • completion. Minimum slab thickness, 6" for 14' depth Z Increase thickness I" fa each 4' of depth toter than 4', and reinforce {wth 6x 6" 10/10 mesh eon*stroo, Rosen*, 1 A^1e--,P 1! ASSOC, Inc Consulting Engineers St Paul, Minnesota ... .. . SECTION Not to `;ca'e Pipe shall be Cut out flush I with lnsice fore of wall. Compact tc top of p,pe,to first joint Nnfe Kor - n - seal manhole or equal considered (,,^ceptable alternates 1 Revisions l Plate Ito DETAILS ')or 1980 I-1 1 SANITPAY iF WLR MANHOLE. STANDARD CASTING, A 8 Neenah frame arrd cover, or equal 11 R 1772 8 with 2 concealed pick holes 2_4 R 17608 27 9 See specifications for costing number R 16-4 `- "' 7 R 1940A 24 6 R 1 7ti5 F _24 Minimum of 2, maximum of 3 _..yjf' _RI755G 27 I 7 Concrete adjustments rings --- allowed. 8 Standard off -set cone M, - A Manhole steps, Neenah R1981 J �'. or equal, IS' o c. Aluminum - •' - �- steps approved. Steps shop j` °, i • be placed so that the oft set vertical portion of the o Cons is facing downstream r'-�' a, Ion } •; I All joints in manhole to S�- 4 -0- + ".T-" - - I have" 0" ring rubber gosket PLAN Cut bell from DIP, Join to sewer pipe with Fernco type rubber r I r , coupler 105181 or equal �► __ J . I Ductile Iron pipe - r • �.__-- -_ Drop Cost Iron I tee section •' • ` j ,. __ iQ.._,.; + ==� SECTION Fill with concrete v � mortar around oil Ir 1 asides or pipe > HORSESHOE •, DETAILS • • I Slope 2' to pipe , V i diam of pipe 1 CIP Elbow -- - Hwseshc s !SN det.dll ,�, I eonsstroo, Rosen, Anderlrk & ASSOC . Inc Consulting Engineers St Paul, Minnesota 8!i " - r SECTION Minimum slob th,chness 6' for 14' depth Incrense th;r•knssS I ' fQr each Not to Cole a' of depth gireatet than 14, onA ►oln- force with B 1 B 0 10 10 mesh. Note K,-r n se .' manhole or eauol con5''?ered acccr!obe Wfe►nafe Revisions, Plate Nu. STAWDAR7 DETAILS ()kCW INLET MA4HOLE. Sewer main I 4" extra ...heavy C i S P J 1 Thick concrete encasement i • r t • i 4 Cu F' concre•* support ►equ"e-'I gnr+estroo. Rosen@. I %viso►s oioN NO. Anceri:� ct�aae STANnARD DETAILS Mo•,66 I ADr.T3 consulting Engiftoers ! 3 i SERVICE. f?USER St Po41, Minn NOTE Cleonout cap shall be Minneapolis standard CISP Cleanout Hlsor — with threaded brass piug USP 422 or equal CISP long Sweep Bend USP 30 or equal Conc etc Min 1/3 Cu Yds END OF LANE (LIANOUT i i ' F3onastroc, ►tosene, Ar%Jw'lk R Assoc Consul" In, Enp nears St Paul, Mfnnesoto NOTE Enclose long sweep bend j or combinatlonwye In I concrete as shown 4irre • f I I TN - I , i I r—Clap Combination t" s USP 64 or equal �i�; `� • i• i r � ,►.,\ •., a ., Jf L curcrete Min 1/3 cu. Yde IN LINE CLEANQYT i Revisions Pita oft S TANDAPD [)F TAILS I SERVICE LINE CLEANOUTS I a., O C O N N O R 6 H A N N A N b.I,..I L MON ATTORNEYS AT LAW 3000 1 FEB 111985 •O @OVTM C.O.T.CIOMTMw TR[LT p ny M INNCAROII a. MINN ClOTA ss+os -z:s+ YI. Lr WN0 lu al a•�-a+oo •[soon Ew ua ..... so* I TMOMAS O. CREIGHTON O�w{O Ou. ..0 wCP urn a.a-�eu MEMORANDUM DATE: February 1, 1985 FEB - 4 1985 CITY OF NO ». ,... T0: Directors of the Lake Minnetonka Cable CommunicationiMeetling mmi FROM: Thomas D. Creighton RE: Change of Februa Time There will be an Executive Committee meeting on Tuesday, February 12, i985in the S ore;;"d City office at 7.00 p.m. Please note this change in time. Agendas wil circulated at a later date. Enclosed are copies of the September, 1994 through January, 1985 Minutes to be approved at the meeting. TDC: jg Enclosures mlinnzapoais Star and Tribunin Established 1867 Roger Parkinson PuthshOr am Presiaem Joel R. Kramer Cxecutive Editor TIM J. McGuire Managing Editbr Robert J. White Editorial Editor 10A Friday, January 25, 1085 Cable TV struggles to find its place Rogers Cablesystems, the Minneapolis cable-televi- sior, franchise bolder, doesn't need to run snap ops:as: It is one. From many viewers' perspective, Rogers' tenure In the city must seem dominated by controversy, Instability, uneven service and efforts to renege on promises made to win the city fran. chm. Claiming financial distress, the company now wants further concessions from the city. De- spite the able company's mixed record here. short-term accommodation appears juaL'fied. Rogers backs Its request with strong financial evi- dence. While the Minneapolis cable system was expected to lose money In Its early years, the loses have exceeded forecasts. The resulting revenue shortfall requires Rogers to borrow more than anticipated to finish the system. The company's lender has already Olt off credit to another able company in a similar situation. Four factors are commonly cited to explain Rogers' weak ❑nenctal performance In Minneapolis. The first Is marketing Rogers says It has problems selling cable In Minneapolis, particularly to the city's older residents. Critics point to the company's failure to develop a strong marketing strategy. And its efforts do seem puny — a shortcoming shared by urban cable systems across the country. The Industry seems to have assumed that cable would Sell itself, and has been slow to respond when that proved unwe_ One reason the ssumption proved untrue, accord- Ing to Roger, Is Increased competition from video- cassette reeorden and other forms of entertain- ment. Moreover, In Minneapolis Rogers must com- pete with seven over -the -air television stations and a rich assortment of cultural and sports attractions. Some able-iodastry spokesmen cite a third factor over which system operators like Rogers have little control: programming quality. Rogers carries what production companies offer. And nationally the Industry is under fire for falling to provide the wide variety of programming earlier foreseen. The fourth factor is poor service. In Its short association with Minneapolis. Rogers has acquired an unfortunate reputation for not responding well to customer concerns. Rogers made extraordinary financial and service commitments to secure the Minneapolis francIlLSe. But If the company promised much, the city ALSO demanded much, and Rogers' bank Judged the franchise a safe Investment. All were reacting to what, In hindsight. were unreasonable expectations for cable television. It would be unfair to force Rogers alone to bear the penalty for that shared misjudgment And Minneapolis won't benefit by demanding compliance with the existing contract If that means a weaker, leseffective cable system. As Rogers' record In Minneapolis shows, urban cable television is an infant Industry groping to find its niche In a highly competitive environment. Just as xrly expectations of cable were thnated, an may present estfmales be understated. In respond. Ing to Rogers' latest plea, Minneapolis should help ease the company's rloancial burden while the system is being completed. The city should also make clear that Rogers mist help limit by Improv- ing marketing and service. Long-term adjustments to the franchise should be avoided until the system Is finished and a clearer picture emerges of cable television's place in the Minneapolis entertainment and communication markets. MINUTES LAKE MINNETONKA CABLE COMMUNICATIONS COMMISSION January 8, 1985 Shorewood City Hall, 5:30 P.M. ATTENDANCE Directors: Jan Haugen, Shorewood Dennis Haggerty, Deephaven Carl Rosen, Spring Park Anthony Pini, Tooke Bay Legal Counsel: Thomas D. Creighton Hennepin County Libraries: Dave Carlson Dowsat: Mary A. Smith A quorum was not present so a general discussion ensued regarding Dowsat's construction and plans for the February meeting. The February meeting was scheduled for February 12, 1985, at 5:30 in the Shorewood City offices. Under the new bylaw structure, this meeting with be a meeting of the executive committee. The executive committee includes: Chair - Jan Haugen Vice Chair - vacant Treasurer - Dennis Haggerty Secretary - Jim Hillis Executive committee members at large: Anthony Pini Jim Olds Andrea Bassett Chair Raugen requested that Anthony Pini serve as the char of the search committee for the cable administrator for Lake Minnetonka. Serving with him will be Carl Rosen and Andrea Bassett. Mr. Pini was requested to post the job in the City offices. Mr. Pini was to lock at sample advertisements from other commissions to be placed in local newspapers. Addi- tionally, he was to notify Chris Donaldson, Executive Director of the State Cable Board, to inform him of the availability of a cable administrator position in the Lake Minnetonka area. Mr. Creighton was encouraged to continue communication with neighboring Dowsat systems for the purpose of working jointly in the administration of Dowsat cable systems. -2- MINUTES LAKE MINNETONKA CABLE COMMUNICATIONS COMMISSION December 11, 1984 Shorewood City Offices, 5:10 P.M. I. Call to Order. II. Rollcall: Robin Hoseth, Long Lake Ellie E. Heller, Spring Park Elaine Simon, St. Bonifacius Thomas R. Anderson, Medina Frank de Monchauk, Minnetrista Bob Gagne, Shorewood Jim Hillis, Greenwood David Stahr, Excelsior Mark Heyne, Minnetonka Beach Jim Olds, Excelsior Tom Frahm, Orono Robert Frizelle, Deephaven David Boorama, Victoria Mary C. Butler, Orono Allan Erickson, Wayxzata Andrea Bassett, Woodland Dennis Haggerty, Deephaven Ed Bauman, Tonka Bay Anthony Pini, Tonka Bay Richard Knapp, Excelsior Jan Haugen, Shorewood Mary Smith, Mound III. Motion 12.11.84.1. Adopted. The entire Lake Minnetonka Cable Communications Commission shall meet quarterly for the administration of the -able television franchise. In the interim months, the executive committee is hereby authorized to undertake all tasks and responsibilities on behalf of the Lake Minnetonka Cable Communications Commission for the purpose of administerina the franchise. The full Commission shall meet the months of January, April, July and October. The executive commission shall meet on all ensuing months. IV. General Discussion Regarding Administration: The Commission arrived at a consensus that they needed a cable administrator and someone to take their minutes during their meetings. V. Motion 12.11.84.1. Adopted. Chair Haugen is hereby authorized to hire someone from one of the cities to aid the Commission to get out notices of meetings, to take minutes, and to do other secretarial support for the Commission. VI. The legal counsel for the Commission was requested to set up a meeting with the representatives from Mound, Wayzata, Chanhassen, and Maple Plain, to discuss joint administration of Dowsat systems in the area. VII. Dowsat Report. 1. Dowsat has gone over 4,000 subscribed in Lhe area. 2. Chanhassen, Victoria and St. Bonifacius can be marketed now. 3. Direct sales and installation are progressing. 4. Dowsat is shooting for 100 installations a day. 5. By next week, Dowsat hopes to have all of its installers in uniform which will include grey jumpsuits and blue hats. Additionally, all in- stallers have picture identifications and name tags. 6. Excelsior will be the main studio to start with. They hope to start construction of the studio in January. All other studio locations have been selected. -2- 7. Mary Smith answered other questions regarding marketing. She stated that she hoped to be able to provide the program guide to all individuals who receive two or more pay services. B. There was a request from Commissioners to get community announcements from other communities other than the Mound area. There was a request that Dowsat list park reserve programs on the access channels. VIII. Other Business: 1. As a result of the new operating structure of the Commission, it was decided that the Executive committee needed alternates to fill in in the case of committee members not being able to attend monthly meetings. The following individuals were nominated and/or volunteered to be alternates to the Executive Committee when the Commission has their elections in the spring: a. Bob Gagne, Shorewood b. Tom Anderson, Medina C. David Stahr, Excelsior; and d. Bob Frizelle, Deephaven. -3- MINUTES LAKE MINNETONKA CABLE COMMUNICATIONS COMMISSION November 13, 1984 Shorewood City Hall 5:30 p.m. I. ROLL CALL Jan Haugen Robin Hoseth David Boorsma Mark Heyne Tom Anderson Frank deMonchaux Ed Bauman Thomas D. Creighton, Legal Counsel No quorum was present. A general discussion was held regarding the Cable Commission.. II. New Business The issue of liability insurance was raised and discussed regarding Errors and Omissions for the Cable Commission. Chair Haugen requested job descriptions of cable administrators from other areas. David Boorsma, Andrea Bassett, Anthony Pini were appointed by the Chair to the Cable Admini- strator Committee. Chair Haugen determined that the Executive Committee would act as the Budget Committee. It was requested that the announcement of the next meeting explain to the Commissioners that there was still significant work to be done administering the franchise and therefore their attendance was important at meetings. It was stressed that all meetings would be held on the second Tuesday of the month and would commence at 5:30 p.m. It was noted that Reid Baker should be deleted from the address list and it was requested that the Victoria Director address be checked. David Swinghamer 5429 Sumbra Circle Excelsior, Minnesota 55331 III. ADJOURNMENT - 2 - MINUTES LAKE MINNETONKA CABLE COMMUNICATIONS COMMISSION October 9, 1984 Shorewood City Hall 5:30 p.m. I. ROLL CALL Harold Pellett Ellie Heller Tom Anderson Dave Carlson Mark Heyne Frank deMonchaux David Boorsma Mary Butler Robin Hoseth Jim Hillis Anthony Pini Jim Olds Andrea Bassett Dennis Haggerty Ed Bauman Jan Haugen Tom Creighton, Legal Counsel II. NEW BUSINESS 1. Motion 10.9.84.1. Adopted to pay the bills for the expenses for the Directors from Tucson for Directors Bassett and Hoseth for a. total of $1,595.13. 2. Motion 10.9.84.2. Adopted. The Budget Committee recommends the 1985 budget of $55,570.00 and requests that the Chair to transmit that budget to the member cities. III. REPORT OF THE ADMINISTRATIVE SEARCH COMMITTEE The Administrative Search Committee reported: 1. That they had developed a job description which was distributed to the Commission. 2. That they recommended a full-time administrator for the Commission as was included in the budget adopted above. 3. They also requested that a tour be set up so that the members of the Commission could view construction of the cable system which would aid them in their discussions of type of administration that may be required. 4. Motion 19.9.34.3. Adopted. Research Committee is au':horized to meet with representa- tives of Wayzata, Mound, Chanhassen and Maple Plain to discuss sharing of cable administrator. 5. Motion 10.9.84.4. Adopted. At this time the Commission wish to only commit to a part-time administrator unless other cities would join it and therefore could support a full-time administra- tor. If other cities would not 4-in, a recommenda- tion should be formulated for the advertisement of a part-time position whose salary should be pro- rated based on the number of hours of work done for each franchise authority. 6. Motion 10.9.84 .5. Since Dow -Sat was not able to attend the meeting, a construction report should be submitted in writing to the Commission within ten days from Dow -Sat. IV. OLD BUSINESS 1. A reminder was made that the Commission thinks it might be helpful to have name tags at their meetings. 2. A general discussion was had that the Executive Committee should investigate restructuring of the Commission to have the full Commission meet periodically throughout the year and an operating Committee be formulated to manage the affairs of the Commission on a monthly basis. 3. A brief report was had of the National Association of Telecommunications Officers and Advisors Conference. V. ADJOURNMENT - 2 - MINUTL:S LAKE MINNETONKA CABLE COMMUNICATIONS COMMISSION September 11, 1984 Shorewood City Offices 5:30 p.m. I. ROLL CALL Dave Carlson Mark Heyne Andrea Bassett Jim Olds Mary A. Smith Jan Haugen Richard J. Knapp Anthony Pini David Boorsma Jim Hillis Tom Frahm Mary C. Butler Robin Hoseth Chuck Watson Dave Stahr Harold Pellett Ed Bauman Dennis J. Haggerty Tom Winter Bob Frizelle Thomas D. Creighton, Legal Counsel II. TREASURERS REPORT The legal counsel's bill was submitted and approved. III. OLD BUSINESS 1. The Commission discussed procurement of Errors and Omissions Insurance for the Commission as required by the Joint Powers Agreement. Legal counsel was to look into this and report as to the procedure for securing bids for such insurance at a later meeting. 2. A general discussion was held regarding the budget for 1985 and the Executive Committee chaired by Mr. Bauman was to look into development of the budget ano discuss reimbursement of member cities through the acceptance fees. Mr. Creighton reported that he had written the member cities requesting their franchise expenses. ;. Some members of the Committee discussed the possibility of having name tags for Commission members so that they could better be ome acquainted with fellow Commissioners. IV. REPORT OF DOW-SAT Mary Smith reported that approximate' 160 miles of cable had been constructed. Orono and Excelsior were to be turned on hopefully within a week. Ms. Smith carried on a general discussion of marketing and construction for the Commission's benefiL. V. REPORT OF NOMINATING COMMITTEE The Nominating Committee reported their nomi- nations for officers to the Committee: 1. Chair --Jan Haugen Vice Chair --Ed Bauman Secretary --Jim Hillis Treasurer --Dennis Haggerty 2. Executive Committee Members at large Andrea Bassett Jim Old& Anthony Pini The floor was open to nominations. Motion 9.11.84.1. Nominations be closed and the slate be elected as nominated by the Nomina- tions Committee. Carried unanimously. V1. REPORT OF CABLE ADMINISTRATOR SUBCOMMITTEE David Boorsma reported that Ms. Bassett and Mr. Pini had met twice. Some of the questions they raised were whether the Commission wanted a full- time or part-time administrator, how much money was available to the Commission for the hiring of a cable administrator and whether they could share their administrators with representatives of an- other area. The Committee requested the addition - 2 - of another member to their committee and Mr. Bauman volunteered. The consensus of the Commission was that they needed a full-time administrator but that they might want to investigate sharing with other cities who had Dow -Sat syste,,,s in the area. VII. ADJOURNMENT - 3 - /D Tot John R. Gerhardson, Public works Coordinator 404s-..u1L1*tE= From: Jack Rrinkhaus, Street Foreman FEB 111985 Dates January 29, 1985 Subject: Seasonal Weight Restrictions 61.. ...5 QnJRO Attached is a list of the recommended axle weight limit restrictions for each city street. The streets will be posted from March 15 through May 15, 1985. The normal length of time that restrictions are in effect is related to weather conditions. Certain streets might be closed to school buses if a street becomes impassible. In the past several years, we have allowed solid waste haulers to continue their normal operations, limiting them to gross weight on any single axle of seven tons or 14,000 pounds. If a street shows signs of severe breakup we will limit the solid waste haulers to smaller vehicles. I have drafted a resolution for the 1985 weight limits for council approval. City of ORONO RESOLUTION OF THE CITY COUNCIL NO. ---FFe City of Orono ordains that axle weight limits are restricted on the following streets in the City of Orono from March 15, 1985 through May 15, 1985. Refuse collections vehicles shall be operated in accordance with regulations as provided in Ordinance 1114, 66.080 which states: (1) No refuse collections vehicle shall be operated during the seasonal restriction time where the gross weight on any single axle exceeds 14,000 pounds, and (2) No vehicles shall be operated upon any city road at any time where special posting specifically prohibits refuse collection vehicles. The following streets are limited to five con axle limits: Arbor Street Baldur Park Road Barrett Avenue Bayview Place Bederwood Drive Birch Lane Blaine Avenue Bohn's Point Lane Bohn's Point Road Brackett's Point Road Briar Street Brown Road, North Carman Road Carman Street Caroline Avenue Casco Avenue Casco Circle Casco Point Road Cherry Avenue Cherry Place Chevy Chase Drive Chippewa Lane Concordia Street Corral Road Country Club Road Crestview Avenue Crystal Avenue Crystal Bay Road Crystal Place Cygnet Place Dahl Road Dickenson Street Dickenson Street Alleys Dunwoody Avenue East Lake Street East Long Lake Road Eileen Street Elm Lane Elm Street Elmwood Avenue Ethel Avenue Fagerness Point Road Fairview Cottage Farview Lane Ferndale Green Ferndale Road West Forest Arms Lane Forest Lake Drive Forest Lake Landing Fox Ridge Road Fox Street (S. Brown to Orono Orchard) Fox Street (S. Brown to Willow Drive) Fox Street (184 to Willow Drive) Frederick Street Glendale Avenue .:randview Avenue `fa^kberry Hill Hanlon Avenue Heritage Drive Heritage Lane High Lane Highwood Road Hunter Drive Ivy Place Keene Avenue Kelly Avenue Kenwood Way Lakeview Avenue Lakeview Terrace Leaf Street Lilac Lane Linden Avenue Linden Lane Livingston Avenue Loma Linda Avenue Long Lake Boulevard Long lake Union Cemetary Road Lydiard Avenue Lydiard Circle Lyman Avenue Lyric Avenue Maple Lane Maple Place Mapleridge Lane Minnetonka Avenue Minnetonka Highlands Minnie Avenue Myrtlewood Road Navarre Avenue Navarre Lane North Arm Dr?ve North Arm Lane North Ferndale Road Northern Avenue Oak Street Old Beach Road Old Long Lake Road Olive Avenue Orchard Beach Place Orchard Park Road Orono Lane Orono Orchard Road Orono Townline Road City of ORONO RESOLUTION OF THE CITY COUNCIL NO. Continuation of five ton axle limit streets: Park Avenue Park Drive Park Lane Partenwood Road Pheasant Lawn Road Prospect Avenue Railroad Avenue Rest Point Circle Rest Point Lane Russell Avenue Scotch Pine Lane Shevlin Drive Smith Avenue Spates Avenue Spring Hill Road Spruce Place Starkey Road Stubbs Bay Road Tamarack Drive Togo Road The following are nine -ton limit: Tonka Avenue Turnham Road Vine Place Watertown Road Webb Street Webber Hills Road West Ferndale Road West Lafayette Road West Lake Street Wildhurst Trail Willow Drive (Highway 112 to Sixth Avenue) Willow Drive (Sixth Avenue to Medina City limits) Willow Drive (from Sout Brown Road to Fox Street) Willowbrook Road Windjammer Lane Woodhill Avenue Old Crystal Day Road McCulley Road Tonkaview Lane Willow Drive (from Watertown Road to Long Lake) Willow Drive (from Fox Street to Watertown Road) The following bridges are limited to 19-ton per vehicle: 32 Tons per truck and full trailer or semi -trailer combination: Willow Drive Old Crystal Bay Road Adoped by the City Council of the City of Orono, Minnesota at a regular meeting held February 11, 1985. ATTEST: Dorothy M.-ITa-17Tn, City Clerk Mary C. Butler, Mayor Memo 085-09 page 1 of 2 TO: City Council VUL.,UIL MliETIN6 FROM: Tom Kuehn, Finance Director FEB 111985 DATE. February 4, ISaS SUBJECT: Cash and Investments as of December 31, 1984 61. 014:►'44F Purchase Maturity Interest Investment Date Date Rate Type/Location Amount 05-02-78 03-10-86 8.20% F.N.M.A (4) $ 100,000.00 06-10-82 06-10-86 14.62 F.N.M.A. (2) 50,000.00 09-01-82 03-92-87 12.40 F.F.C.B. (2) 50,000.00 05-07-84 02-15-86 12.46 S.C./U.S.T.B. (1) 293,968.80 05-25-84 05-28-85 11.74 F.H.L.B. (1) 200,000.00 06-11-84 11-10-86 12.96 F.N.M.A. (1) 99,812.50 06-27-84 04-10-87 13.61 F.N.M.A. (6) 101,406.25 07-11-84 01-16-85 12.26 C.D. (5) 300,000.00 08-29-84 02-27-85 11.88 C.D. (5) 360,000.00 09-04-84 03-04-85 11.56 F.F.C.S. (2) 365,000.00 09-26-84 04-10-85 11.55 C.D. (1) 375,000.00 10-31-04 04-10-85 10.13 C.D. (1) 325,000.00 10-31-84 05-15-85 19.38 C.D. (I) 325,090.00 11-19-84 06-26-85 9.90 C.C. (1) 250,009.00 11-26-84 07-10-05 9.25 C.D. (1) 225,009.00 12-10-84 01-30-85 8.86 C.P. (7) 375,000.00 12-10-84 02-13-85 8.94 C.P. (7) 275,000.00 12-26-84 61-02-85 7.88 R.P. (1) 264,934.77 TOTAL INVESTMENTS $4,335,122.32 "•••• Investment Type Investment Location== C.P. - Co�miercia Pam— C.D. • Certificate of sit (1) • r&M/Marguette Bank B.A. . Banker's Accel' (2) - 1st National Bank-Mpls R.P. . Repurchase Agr cnt (3) • 1st National Bdnk-Navarre F.N.M.A. - Federal Nat).nal Morgage Assn. Notes (4) • Merrill, Lynch - Mpls F.F.C.B. - Federal Farm Credit Bank Notes (5) - Twin City Federal S 4 L F.H.L.B. = Federal Home. Loan Bonds (6) • Dain Bosworth - Mpls S.C./U.S.T.B. • Strip Coupons from U.S. Treas Bond (7) • Norwest Bank - Mpls Memo 485-09 page 2 of 2 Summary of Cash and Investments by Location as of December 31, 1984 Norwest Bank 6 650,000.00 Dain Bosworth, Inc. 191,406.25 First National Bank of Minneapolis 465,000.00 Merrill, Lynch, Pierce, Fenner 6 Smith, Inc. 100,000.00 F:M/Marquette Bank of Mpis 2,358,716.07 First National Bank of the Lakes (Navarre) --- Twin City Federal Savings 6 Loan Assn 660,000.00 Total Investments 4,335,122.32 First National Bank of the Ickes (Navarre) - Checking Account 81,353.78 Total Cash and Investments 4,416,476.10 The cash and investments balance and interest earned by fund during the fourth quarter of 1984 are shown in the following tabulation: CASH AND INVESTMENTS INTEREST EARNED FUND BALANCE 12/31/84 4TH QUARTER YEAR TO DATE General $2,115,020.12 8 55,299.85 $190,917.17 Federal Revenue Sharing 30,485.75 544.00 6,368.94 Park 111,136.14 3,34i.00 11,663.58 Community Devel. Block Grant -0- -- - Improve ent 3 Equipent Outlay 155,884.07 3,44-.00 12,130.32 Building Capital Outlay 53,222.84 1,251.00 3,726.06 M.S.A. Construction 63,455.01 1,553.99 7,282.51 G.O. State Aid Road Bonds 4,497.86 99.00 562.56 Permanent Improve Revolving 92,758.00 1,448.00 16,405.52 Special Assess 1966-76 (Sewer/Water) 1,042,789.97 29,568.50 96,971.42 Special Assess 1980 (Sewer) 334,617.83 8,501.00 27,314.S.4 Special Assess 1982 (Sewer/Water/Street) 184,006.68 4,965.00 13,819.64 Liquor Operating 11,757.58 956.00 3,447.24 Water Operating 13,416.17 421.00 (414.98) Sewer Operating 159,330.20 4,764.00 19,421.14 Golf Course Operating 24,097.88 799.20 2,327.54 TOTALS S4 416,476.18 5116,947.35 $411,943.60 Note: The Community Development Block Grant Fund does not earn interest because the monies must be expended first, then a reimbursement applied for from the County. la INTEROFFICE MEMO 85-021 DATE: February 8, 1985 FEB 111985 TO: Mayor Butler, Orono City Council O y y �1. �1t+1A! FROM: Chief Melvin Kilbo SUBJECT: Proposed Agreement between the City and L.E.L.S. The City of Orono-s offer as outlined below: Wages: 5%, the prevailing settlement rate in the metro area. Medical: the City offered $141.49, an increase of $7.15 per month, and was accepted by the patrol officers and L.E.L.S. The only changes to the 1984 Labor agreement are as follows: 1. The coveroaae: Effective January 1st, 1985 through December 31, 1985. 2. Pace 14 Article XV.-Insurance: changed to show an employer contribution of $141.49 per month per employee. 3. Paae 17 Article XIX-Duration: Effective January 1, 1985 through December 31, 1985 - signature page. 4. Pane 18 Appendix A -Salary Increase: New salary schedule representing a 5% increase over the 1984 rate I request that the Council accept this agreement as I feel it is a reasonable one. The Mayor has three complete copies of contract in her signature pack if individual members of the Council wish to view it. INTEROFFICE MEMO 85-08 DATE: January 9, 1985 TO: Mayor Butler - Orono Council FROM: Melvin Kilbo, Police Chief SUBJECT: First Negotiation Meeting - Police Dept. and L.E.L.S. On 1-8-85, Mr. Cyrus Smythe, our representative and myself met with L.E.L.S. business agent Phil Finkelstein and Officer Pearson. The union requests for 1985 are as follows: Wages -an increase of 7.5%, effective 1-1-85 Medical -benefits to be increased by $40 per month Dental -a 50% participated dental plan (% employer and 11 employee) Holiday -one more paid holiday (total of 12) Uniform -city to provide cleaning and maintenance for all uniforms '9ie City's offer and position was stated as follows for 1985: wages-5% - This is the prevailing settlement rate in the metro area. Medical -City offers $141.49, an increase to officers of $7.15 per month. Dental -City will authorize single coverage only ($11) if amount is taken out of $141.49 medical payment. Also, all employees must participate in group plan. Holiday -denied, officers already have 11 paid holidays. Uniforms -denied A brief discussion was held and both sides agreed to meet in about one month. It is my belief this can be settled quickly. LABOR AGREEMENT BETWEEN THE CITY OF ORONO AND LAW ENFORCEMENT LABOR SERVICES, INC. JANUARY 1, 1985 - DECEMBER 31, 1985 base pay rate. An extension or early report to a regularly scheduled shift for court appearances does not qualify the employee for the two (2) hour minimum. ARTICLE XIV CALL BACK TIME, An employee who is called to duty during his scheduled off -duty time shall receive a minimum of two (2) hours' pay at one and one-half (1-1/2) times the employee's base pay rate. An extension or early report to a regularly scheduled shift for duty does not qualify the employee for the two (2) hour minimum. ARTICLE XV INSURANCE Effective calendar year 1985, the EMPLOYER will contribute one hundred forty-one dollars and forty-nine cents ($141.49) per month per employee toward health, life, long-term disability insurance and the cost of the single coverage of the group dental insurance plan selected. ARTICLE XVI UNIFORMS The City will provide all City -required uniform articles and equipment. -14- ARTICLE XIX DURATION This AGREEMENT shall be effective as of January 1, 1985 and shall remain in full force and effect until the thirty-first (31st) day of December, 1985. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on this day of , 1985. FOR THE CITY OF ORONO: FOR LAW ENFORCEMENT LABOR SERVICES. INC.: -17- APPENDIX A SALARY SCHEDULE A. The following salary schedule shall be in effect as of .January I. 1985 through December 31. 1985: Start . . . . . . . . . . . . $ 1,576.00 per month After six months . . . . . . . $ 1,698.00 per month After Ist year . . . . . . . . $ 1,940.00 per month After 2nd year . . . . . . . . S 2,183.00 per month After 3rd year . . . . . . . . $ 2,424.00 per month B. LONGEVITY After 4 years . . . . . . . . 3% additional to base rate After 8 years . . . . . . . . 5% additional to base rate After 12 years . . . . . . . . 7% additional to base rate After 16 years . . . . . . . . 9% additional to base rate -18- Inter -office memo #85-20 3 DATE: February 7, 1985 TO: Mayor Butler - Orono Council FROM: Chief Mel Kilbo SUBJECT: Permission to hire Police Officer 40JI.J1- hid= FES 111985 61 ' NOW The oral testing process is now complete. The department received in excess of 40 applications from Minnesota Police Recruitment Sys- tems. These were reviewed and 15 were chosen for interviews. The interviews were conducted on January 24 and 25, 1985 by Assistant Chief Burmaster, Sgt. Cheswick and Patrol Officer James Morowczynski. A decision has been made to hire Irving Hubbard English, III "Chip" for the position vacated by Pielow's resignation. Chip is 24 years old, married, his wife is a dispatcher/clerk at the Minnetonka Pol- ice Department. He is 61, 200 lbs, in aood health. He is 40 credits short of a four year degree at the n of M. He is eligible to be lic- ensed and has worked as a park patrol officer in Brooklyn Park, New Hope, and the Minneapolis park police. He is currently working for the Federal Protective Services in Minneapolis and St. Paul. He IF.,+ advanced first aid training. He will be on probation for one year and has passed his physical and psychological tests. A background is being conducted now. I request permission to hire Mr. English at the starting rate of $1576.00 per month, starting February 11, 1985. INTEROFFICE MEMO P5-019 /4 DATE: February 5, 1985 41 J. iP s •~ TO: Mayor Butler, Orono City Council FEB 111985 FROM: Melvin Kilbo, Chief of Police %yV SUBJECT: Perms ? ,n to replace damaged squad 0142 On Friday, 2-1-85, an Oronc squad car was totally damaged by a head-on collision on the Arcola Bridge. It is surmised that the driver of the Honda car going east on Cty. 15 had his radar detector go off because Officer Griffiths was coming over the crest of the Arcola Bridge. The driver of the Honda hit his brakes and lost control sliding across into our officers lane of travel. (see accident report) The insurance adjuster has totaled out Unit 142 and I have been able to order one more car on the Hennepin County bid to replace this unit. I request Council permission to buy a fourth car for 1965 on Hennepin County bid with insurance paying for the fourth unit. r p�mmV a. .nu.....w.. ^.......,.....----, cn�a u—'Cu.a .W - - ^• a2 4550 85502309 TRAMC ACCIDENT REPORT 0• . ..•vn 2 0 "^•° ""^D^ j i • 02 Ol 85 Friday I 09d6 Hennepin - ... Orono 'y A u� CSAH 25 w/B ♦ —Oro. i f" L¢ •: / w•iaurwr a rra• >W. .anf wf C f/ C ml. a•an+r un.r•� North Alit. of Arcola Brldgc W:.w. Yfi.eaf. Wn Do i-�ve.i ,nD _.N4 C L-625-760-098-569 MN G-613-288-238-310 MN is • SCOTT BRADLEY LARSON GREGG EVAN GRi FF1THS Su..Y.uO f.4['F.MM .r...[f•ar <.Ya..i 3126 North View Road t!o mi .u+w.o . " 807 East ark SWit ! D f..n nYa .nww .6 53 wavzate MN 55393 d71-7072 .N Wayzata MN 55391 473-7)10 at s N (uiY\Ow ew YnO Y. • R(93[0 07 19 62 M E E C C-0 04 ^2LII M C lZ C E •. -..M 'Fisher •htvof Classic Cars ,°, Orono (Pal ice Department ...Y•Ya"Jo .wi•..of•af .e " ( f " 445 a'llew Drive •473-7710 3 an i.(m. ,Yltilrrw .... is i 55356 476-1918 Lon Lake MN 55356 arke p-""m•, mo- /•� 181 Honda Accord 2D LtBlu 70 '84 Ford Souad 4D LTD LtBlu » .Y.un.o w. f o- afa w acr :aio � u W w•v o .(Y .•. r nu circa 7ewo / .:w • 1 - C 9 C Cc N r w • ..a..(uo Unknown: Possible St. Paul Fire4o. Lee ne of Minn. Cities Insurance Trust zi — j / �.,,,y,. Drwor..,.r", w.wonw•w o..•sv ..:••sari.. Y..n.Y•. w.w:..•.++l.. •• yi(. .`fYl .1.•. r/ I y' a.:.J. 1r i Y roo. . wwa s Y.• «.i . f •... ..Yf..n o `ssoo. s a --�' o s7000, i r ❑ o . .• -2r-,-- -' '-- - .fDr•Y. V1 SB on County 15. V2 NB on Count 15. As g vehicles approached near crest of bridge, driver Al ' k w a U-- -+--_-- -- of V1 braked and lost control of vehicle. V1. skidded and spun counter -clockwise and across center line; Into bath of V2. Im act occurred � m in SB lane. After impact the front half of VI ij-Ti•� i 3 _ _ d "i (which was severed from the rear half at impact) if the •- L - slid in a SE direction commie to neat near w _ �} ___*-y�' ; w east curb line of the bridge. Scale drawing and photos of accident available. EEEYSSS •Note: Adjacent drawing IS NOT to scslt4 and is a rough sketch only of what took place. �_..01C...p•...V Wf .�fY n71z M • Y O • . >• .00 71 Si OTT BR_ADLEY LARSON 3126 North View Road. watzats 1 1 22 M 1 % 4 A BB I. Gz F.GG Etk: GRIFFITHS 907 East Park Street. ;;;;ale' 2 1 37 M 1 1 ] 1 A is C' psi e FE 4 •_ r -•. el :500 5 M. Jae] L. APleson af�• :.. FEB 111985 TO: Orono Council Members 6s_ Frosis John R. Gerhardson, Public Works Coordinator Date: February 6, 1985 Subjects Specifications - Single Axle Dump Truck For 1985 the street department budgeted the purchase of one new single axle dump truck, hydraulic sander and snow plow. The dump truck was submitted to Hennepin County Purchasing for bidding through that agency. The bids have been tabulated and it has been determined that the low bidder for a single axle dump truck exceeds the amount that we budgeted. It is my opinion that we can advertise for bids on our own and meet our budget limit. Therefore, I have attached the specifications for Council review and approval and request permission to advertize for one single axle dump truck and hydraulic sander with bid opening on March 15, 1985. CITY OF ORONO P.O. BOX 66 CRYSTAL BAY, MINN. 55323 1985 SPECIFICATIONS AND PROPOSAL FOR: SINGLE AXLE DUMP TRUCK AND HYDRAULIC SANDER OFFICIALS OF THE CITY OF ORONO Mary C. Butler, Mayor Thomas Frahm, Councilmember Timothy Adams, Councilmember James Grabek, Councilmember Lynn Adams, Councilmember INSTRUCT104S TO BIDDERS City of Orono P. 0. Box 66 Crystal Bay, Minnesota 55323 Explanation to Bidders: Any explanation regarding the meaning or interpretation of contract drawings, specifications, or other contract documents must be requested in writing, with sufficient allowance of time for receipt of reply before the time of bid opening. Any such explanations or interpretations shall be made in the form of addenda to the documents and shall be furnished to a'1 k-idders, who shall submit all addenda with their bids. Oral explanations and interpretations made prior to the bid opening shall not be binding. Bid Requirements: Security required, if any, shall be submitted with the Proposal, and failure to submit same shall be cause for rejection. The bidder, at his option, shall furnish a bid bond, postal money order, certified check, cashier's check, or may deposit in accordance with Treasury Department regulations, beads or notes of the United States (at par value) as security in the amount required. Security deposited by unsuccessful bidders will be returned as soon as practicable after the opening. Preparation of Bids: (a) Bids shall be submitted on the forms provided or copies thereof, and must be signed by the bidder or his autho- rized representative. Any corrections to entries made on bid forms should be initialed by the person signing the bid. (b) Bidders must quote on all items appearing on the bid forms, unless specific directions in the advertisement, on the bid form, or in the special specifications allowing for partial bids. Failure to quote on all items may disqualify the bid. When quotations on all items are not required, bidders shall insert the words "no bids" where appropriate. (c) Alternate bids will not be considered unless specifically called for. Page I of 4 Instructions to Bidders (d) Unless otherwise specified, telegraphic bids will not be considered. Modifications to bids already submitted will be allowed if submitted by telegraph prior to the time fixed in the Invitation for Bids. Modifications shall be submitted as such, and shall not reveal the total amount of either the original or revised bids. 4. Submission of Bids: Bids must be submitted as directed in the Invitation for Bids. S. Receipt and Opening of Bids: Bids shall be submitted prior to the time fixed in the invita- tion for Bids. Bids received after the time so indicated shall be returned unopened. 6. Withdrawal of Bids: Bids may be withdrawn at any time prior to opening upon written or telegraphic request of the bidder. Negligence on the part of the bidder in preparing his bid shall not constitute a right to withdraw bid subsequent to the bid opening. 7. Presence of Bidders at Opening: At the time and place fixed for opening bids, the contents of all bids will be made public for the information of all bidders and other interested parties, who may be present in person or by representative. B. Bidders Interested in More Than One Bid: If more than one bid is directed by one party, or by any person or persons representing a party, all such bids shall be rejected. A party who has quoted prices to a bidder is not thereby disqualified from quoting prices to other bidders, or from submitting a direct bid on his own behalf. 9. Award of Contract: (a) the contract shall be awarded to the lowest responsible bidder as soon as practicable after the bid opening, subject to the reservation of paragraph 11 hereinafter. .(b) In determining the lowest responsible bidder the following elements will be considered: whether the bidder involved has previously failed to perform properly or to complete on time contracts of a similar nature; has habitually and Page 2 of 4 Instructions to Bidders without just .ruse neglected the payment of bills or otherwise disregarded his obligations to subcontractors, material men or employees; whether the bidder involved maintains a permanent place of business; has adequate per- sonnel and equipment available to do the work properly and expeditiously; has suitable financial resources to meet the obligations incidental to the work; has the appropri- ate technical experience; and has submitted a total bid which the City finds results in the least cost to the City. All of the foregoing is in the sole judgment of the City. (c) The City reserves the right to consider as unqualified to perform the contract work any bidder who does not habitually perform with his own forces the major portions of the work, involved. (d) The ability of any bidder to obtain a performance bond shall not be regarded,as the sole test of such bidder's competency or responsibility. (e) In case of error in the extension of prices, the unit bid prices shall govern. The City reserves the right to waive any informality in bids at its own discretion. 10. Rejection of Bids: The City reserves the right to reject any and all bids. 11. Contract, Bonds and Insurance: (a) The bidder to whom the award is made shall enter into a written contract with the City within the time specified in the proposal, which contract shall include the terms of the proposal. (b) Bid Bond and Performance Bond on forms to be supplied by the City shall be furnished at the time of signing the formal contract. (c) The bidder shall secure and maintain such insurance policies as are required. 12. Submission of Certain Data: Each bidder may be required to submit the following information and' data within three days after a request ty the City: (a) The location of the bidder's permanent place of business Page 3 of 4 Instructions to 6i-4Cers (b) A statement of the equipment which the bidder proposes to use on the project. (c) A financial statement showing assets and liabilities as of a time not longer than six months previous to the bid or financial references. (d) A statement listing projects of a similar nature which the bidder has constructed or products of a similar nature which the bidder has supplied. Page 4 of 4 INVITATION FOR BIDS NOTICE IS HEREBY GIVEN that sealed bids for one Single Axle Dump Truck and Hydraulic Sander will be received by the City Council of the City of Orono, Minnesota, in the City Council Chambers, until 10:00 A.M., 'CST on March 15, 1985 at which time, bids will be publicly opened and read aloud for furnishing and delivery of one Single Axle Dump Truck and Hydraulic Sander for the Public Works Department. GENERAL PROVISIONS Lach bid shall be accompanied by bidders bond, certified check, or cash deposit in an amount equal to at least ten percent (101) of the amount of the bid which shall be forfeited to the City in the event the successful bidder fails to enter into a contract. No bidder may withdraw his bid within thirty (30) days after scheduled time of opening bids, without consent of the City. The City Council reserves the right to reject any and all bids, to waive any informalities therein; and further reserves the right to award contract with the best interest of the City. Each bid shall be marked "Single Axle Dump Truck and Hydraulic Sander", and addressed to the City Administrator, City of Orono, P.O. Box 66, Crystal Bay, Mn. 55323. See "Instructions to Bidders" attached hereto and incorporated by reference. INTENT OF CONTRACT Bidder shall furnish and deliver to the City of Orono, one new Single Axle Dump Truck and Hydraulic Sander, meeting or exceeding the specifi- cations of this proposal; only Single Axle Dump Truck and Hydraulic Sander in current production will be considered in the award. GUARANTEE The bidder agrees to furnish all parts and labor required to keep this unit in good operating condition for one (1) year, or 12,000 miles, whichever comes first; the warranty repairs shall be handled as follows: 1. There will be no charges for the first year's repairs except for normal day-to-day consumed items (oil, filters, grease, etc.). 2. The buyer will be responsible for all costs of repair due to fire, theft, accident, vandalism, operator negligence or mechanic negligence. In addition, the buyer will assume, and be responsible for, the cost of lubricating oils, filters, grease, fuel, tire repairs, and other day-to-day items normal:y consumed. -1- SERVICE FACILITIES Because the maintenance of this equipment, in good operating condition, without protracted time out for repairs is critical, repair parts and service must be adequate and readily available. The bidder will certify that he maintains an adequate stock of parts within the area, and employs qualified servicemen within the area, available on short notice. The bidder shall state, in his proposal, the location of the service shop, parts depot and servicemen. TRAINING Bidder shall provide at his sole cost, adequate technical training, as necessary for all personnel to assure efficient and economical performance and maintenance of the equipment. MANUALS Bidder shall furnish operator's manual, repair manual, and parts books at time of delivery. MANUFACTURER'S SPECIFICATIONS Bidder shall furnish a complete set of manufacturer's specifications and illustrated descriptions shall be furnished in duplicate with each bid. DELIVERY DATE The bidder shall specify the number of days from the date proposal is accepted when delivery will be made but in no case may that date be later than July 31, 1985. RIGHT OF TRIAL AND INSPECTION The City of Orono reserves the right to inspect and perform an actual working conditions test trial with the equipment before final acceptanve or payment is made. If after delivery of the equipment and machine, the City determines that the products do not meet the specifications or that the performance of the products donot meet the claims made by the manu- facturer or his representative, the vendor shall remove the equipment from the City with absolutely no financial or otherwise obligations due to the City. DELIVERY Bidder shall deliver the unit called for herein at no cost to the City of Orono, to 1285 Brown Road South, Crystal Bay, Minnesota, 55323. PAYMENT The City agrees to make payment within 30 days after the unit has peen received, inspected, and approved by the City Administrator. -2- SPECIFICATIONS FOR ONE SINGLE AXLE DUMP TRUCK AND HYDRAULIC SANDER Gross vehicle Weight 28,000 minimum Wheel Base 72• C.A. Dimension Frame Section modulus not less than 15.9 with a RBM of not less than 945 ,000 inch/lbs. Furnish front frame extension, either integral, or bolt -on type with additional crossmember. Engine Gasoline powered, 427 CID minimum, full flow oil filter, dry type air cleaner, governor,dual frost plug engine heate_s Transmission Standard five speed not short 4th. Axles Front 12,000 lb. minimum Rear19,000 minimum two -speed Ratio 6.50/8.86 Springs Front 14,000 lb. Rear 23,000 lb. Auxiliary Brakes Service - Hydraulic, vacuum boosted dual system. 1,000 cu. inch vacuum reserve tank Parking -internal shoe, orschelen lever Steering Power assist Cab Standard cab shall include: Bostrom westcoaster II low back Driver's seat with companion passenger seat Arm rests on doors, dome light Dual exterior rear view mirrors 6"X16" Retrac Dual sunvisors headliner tinted glass Dual exterior grab handles Black rubber insulated floormat ' Engine compartment must be accessible when plow undercarriage is mounted. A. N. radio Cold Climate Package Instrument Panel Gas, oil, temp. 6 amp. gauges, tachometer -3- Electrical Alternator 90 AMP minimum Battery 12 volt 63 AMP Wheels s Tires Cast spoke design wheels, two pc P.O" Rims. First line tube type tires 10.00 x 20 PR - 14 PR regulat tread `font 1000 x 20 12 Ply on/off highway tread rear, furnish spare rim. Furnish mechanical backup alarm on RR wheel. Fuel Tank RH Step 50 gallon minimum Bumper Front Dump Box Length 9'0" w"dth 7'0" 5 yard water level capacity. Sideboard pockets, front and rear, half cab shield. Shall be constructed of hi - tensile steel, 8 gauge floor, 10 gauge sides and ends. 2" radius on floor to eliminate material build-up. Reinforced tail -gate double acting with spreader chains, offset hinges and down hook latches. Welded on chain slots. Interlaced understruction, boxed type section braces, tapered running boards, one piece corner ports and reinforced top box edge. All welds to be continuous with no space for entrapped moisture. Tail lights, turn signal and back-up lights to be mounted in rubber gromets in rear corner posts. Shall have raised body light mounted on dash at a location designated by owner. Hoist Double Am Class 50, double acting. Screw on cylinder head shall have industrial hardened chrome plating on cylinder piston rod. All hinge points to be pinned, grease fittings on all bearing points, cable pall-ou, to restrict dump angle of box, body prop. Hydraulics Furnish and install front mounted "commercial" gear type hydraulic pump, capacity 30 GPM 8 1000 RPM minimum. Speed reducer on hydraulic pump. Furnish "Morse" controls to valve bank. Furnish "Gresen" valve bank mounted exterior of cab between frame rails. Shall have 3/4' NPT ports, include flow control Valve. Box shall raise when lever is pulled back. Valve placement and configuation shall be determined by owner at the time of installation. Add . 4/way valve for reversible plow. Color DuPont WE/WA 7260 Options Successful bidder may be required to take in trade 41) one 1971 Dodge 700 series single axle dump truck. -4- Sander Hydraulic, Equal to Swenson Model UA 111 with dual motor and dual flow control including all hoses, connections installed -5- City of Orono P.O. Box 66 Crystal Bay, Minnesota 55323 Proposal For One Single Axle Dump Truck And Hydraulic Sander To: The City Council of Orono, Minnesota The undersigned hereby agrees to furnish one Single Axle Dump Truck and Hydraulic Sander in accordance with the specifications on file in the office of the City Clerk and which are attached hereto as follows - One Single Axle Dump Truck $ One Hydraulic Sander $ Less Trade-in $ Bid Price $ State Discount for Payment of Invoice in 21 days $ State Delivery Date -6- Enclosed herewith is a certified check, bid bond, cashier's check, or cash deposit in the amount of $ dollars being at least ten percent (10%) of the amount of the proposal made payable to the City of Orono as a proposal guarantee which it is agreed by the undersigned will be forfeited in the event equipment, materials, and supplies are not delivered, if contract for same is awarded to the undersigned. N-E OF INDIVIDUAL, PARTNER OR CORPORATION ADDRESS AUTHORIZED SIGNATURE TITLE TELEPHONE NUMBEF to -7- TO: Orono Council VJC-.,,Iil If[CGr11q FROM: Joan Lattin, Assistant Finance Director FEB 111985 DATE: February 7, 1985 SUBJECT: Official Newspaper �I_ This year we appointed two official newspapers, The Laker and the Minnesota Suburban News (formerly the Sun Newspaper). Since we adopted the recodification of Municipal Code more of the Orono legislation is adopted by ordinance rather than by resolution. We are required by law to publish all ordinances. Therefore by having two official newspapers we are paying a double fee. For instance the publishing of the Fee Ordinance coat the City $793.72, if we would appoint the The Laker as the official news- paper we would save half the cost and would have full coverage of the City of Orono. I recommend that the Council appoint The Laker as the official newspaper. /7 40J4.161L WE= FEB 111985 TO: Council FROM: Thomas J. Jacobs, Building Official DATE: February 7, 1985 SUBJECT: Refund of SAC Charge to Charles Hommeyer In review of some of the street address files, it was noted that the property of 477 Park Lane (now 4125 Oak Street --new owner, Charles Hommeyer) has paid two SAC charges. The previous owner Keith ward paid a SAC charge of $400 in January, 1978. In December, 1981, Charles Hommeyer mail -in a SAC payment of $425 for this same piece of property (477 Park Lane). SAC payments run with the land not the owner; therefore, Charles Hommeyer should be refunded the $425 that he paid in 1981. I recommend that the SAC charge of $425 be refunded to Charles Hommeyer at 4125 Oak S-ceet, Long Lake, MN 55356. .f='14 rLC L'i ll..! !n liJ LMIT CITY PI'RMIT No P.O.BOX 66 Date ^.YSTAL RAY. MINNESOTA 55323 (612)473.7357 %yJ�,;;��ed lfr Add... 14177 1��J1- &N& •' 1 Address ! •:: -a No.— State License No hND SPECIAL CONDITIONS '; '*-U TYPE AND FEE: ❑ NEW ...:a Plumbing (g Rxtutcs_ ) .Ivr!leter (Size_) Meter / Remote/ _ Ilurieipal Plater Connection ❑Copper ❑ Municipal Sever Connection o P6'c ❑ cast LM'CC SAC Ch✓'.c /.C1-NC l7LL-!)LESdI:•NT _ ❑ADDITION ❑REPAIR Fee S On Site Septic System Fee S _� Fee S Water Well Fce S Mechanical Equipment Fee S_—__ Fee S Moving/Lifting Buildings Fee S _ _ Land Alteration (Excavation. Fee S _ Grading, Filling. eta) Fec S Othar'___._ Fee S i ;- fee Ste_" After -the -tact Investigation Fee S ru uner_-•d he"".t'na.L•de:. rtt<Ipt.Ittb L'hwd F.".a C5p a«p L.t. a {a I" 0:nn. <tleq ev.. <meltlew . nee=..0 Nt.. .h... n. l. .,^..( 1 —.d u.den� u eld .`d. wet" er U. • i. p<mW b t141b qM.d In c.'. 1. eu .mp. adder he lhe.- nrhl gwe'd; M.1 Cb {Ymb dw .. pent or ..0adb 1. e. vet he wetleu .ecu_e .pv.. Lmb .1 .' .: and Lt.t Itu ptt�ll em e.l Oml .uq.db W <W.. C' le"U1. .1 .) Cb .glum- .1 S.. M., rul. < teCW.L'm. An .ai L%ex U dew N .W<t <.mr9.n<. 1ld .a Cie,ehnh..<.. turehe .ew. mdl- h1tl0 l:p4enul <.,etev.... 4 ata w L Ael I. M.p.<d.n, M:.'d . 1qu Cen n) 0. per. au.new. .e .gaud, n. md.wdn.d A . a se e.el l...A Y y b <l.Ldm el W. p.lmll Slzp d tmT pplicant d T 'eAL Sidle Surchatge: Fee S i Total Amount Paid toCity Fee f I This permit is not valid until the proper fee is paid dnd it is approved by an authorized City Official. Signature of City Official - f.d< w7we fa.Copy fins le�d[Iwt Cup< L line IM... C.yr INd A"kast'l a..npt Contractor Address Owns jr:/•Fh I.L1Iz Z %r. _Address State license No percel No. City License No.—_.. GCN D;11AIs P1E,21 M F-Al" SNIT OF OR0140 Crystal Day, Minnesota 473.7357 Date��w _ Sccticn No. Lot Block Subdivision FL•t No. Othcr Ik�ri�:ion: 11'.csby 4-cD fct, in Cca a pcmit is fr.nlcd, all work which shall he done and all materials which shall he twed. LI: 3 ca-.;Iy with the City Code of Orono applicable thereto, and shall include all additional specifialtom ss listed below. [km Mug:: Fat , Crry nookq:(Cnr) Fat L•C7 t'maoal. cyr.mi: Fw f Io-0 Cq'0aaml C'=M' Iaf sips tote ur rppa, nlntI Lrtca GruaH t.p:(CItF) Fwi ` I InrWl Grin Su v:FSynrtrr(W.0) FMf__ SAC Fa f A�t . or cur nrc. ste'suttr.. Fos TOW Amount P&A to my .... to ('oae n, Rrrpipt Memo a85-09 / page 1 of 2 TO: City Council 11 [�}}W4yw44 FROM: Tom Kuehn, Finance Director 6J""o!`' �h641180 DATE: February 4, 1985 FEB 111985 SUBJECT: Cash and Investments as of December 31, 1989 61. - 1 Purchase Maturity Interest Investment Date Date Rate Type/Location Amount 05-02-78 03-10-86 8.20% F.N.M.A (4) $ 100,000.00 06-10-82 06-10-86 14.62 F.N.M.A. (2) 50,000.00 09-01-82 03-02-87 12.40 F.F.C.O. (2) 50,000.00 05-97-84 02-15-86 12.46 S.C./U.S.T.B. (1) 293,968.80 05-25-84 05-28-85 11.74 F.H.L.B. (1) 200,900.00 06-11-84 11-10-86 12.96 P.N.M.A. (1) 99,812.50 06-27-84 04-10-87 13.61 F.N.M.A. (6) 101,406.25 07-11-84 01-16-85 12.26 C.D. (5) 300,000.00 08-29-84 02-27-85 11.88 C.D. (5) 360,000.00 09-94-84 03-04-85 11.56 F.F.C.B. (2) 365,000.00 09-26-84 04-10-85 11.55 C.D. (1) 375,006.00 10-31-84 04-10-85 19.13 C.D. (1) 325,000.09 10-31-04 05-15-85 10.38 C.D. (1) 325,000.00 11-19-84 06-26-85 9.90 C.C. (1) 250,000.00 11-26-84 07-10-85 9.25 C.D. (1) 225,000.00 12-10-84 01-30-85 8.86 C.P. (71 375,000.09 12-19-84 02-13-85 8.94 C.P. (7) 275,009.09 12-26-84 01-02-85 7.88 R.P. (1) 264,934.77 TOTAL INVESTMENTS $4,335,122.32 --•----- Investment Type Investment Location C.P. - Commercial Paper C.D. - Certificate of [*posit (1) - FLM/Karquette Bank B.A. - Banker's Acceptance (2) - lot National Bank-Mpls P.P. - Repurchase Agreement (3) - lot National Bank -Navarre F.N.M.A. - Federal National Morgage Assn. Notes (4) - Merrill, Lynch - Mpls F.F.C.B. - Federal Farm Credit Bank Notes (5) - Twin City Federal S 4 L F.H.L.B. - Federal Home (.oan Bonds (6) - Dain Bosworth - Mpls S.C./U.S.T.B. - Strip Coupons from U.S. Treas Bond (7) = Norwest Bank - Mpls Memo 485-09 page 2 of 2 Sumnary of Cash and Investments by Location as of Decanber 31, 1984 Norwest Bank S 650,000.00 Dain Bosworth, Inc. 101,406.25 First National Bank of Minneapolis 465,000.00 Merrill, Lynch, Piev, xe, Fenner 6 Smith, Inc. 100,000.00 F&M/Marquette Ban'. of Mpls 2,358,716.07 First National yank of the Lakes (Navarre) --- Twin City Fed. -rat Savings a Loan Assn 660,000.00 Total Investments 4,335,122.32 First National Bank of the lakes (Navarre) - Checking Account 81,353.78 Total Cash and Investments $4,41 The cash and investments balance and interest earned by fund during the fourth quarter of 1984 are shown in the following tabulation: CASH AND INVESTMENTS INTEREST EARNED FUND BALANCE 12/31/89 4TH QUARTER YEAR TO DATE General $2,115,020.12 $ 55,299.85 $190,917.17 Federal Revenue Sharing 30,485.75 544.00 6,368.94 Park lli,136.14 3,345.00 11,663.58 Community Devel. Block Grant -0- -- - I-.provenant 6 Equipment Outlay 155,884.07 3,442.00 12,130.32 Building Capital Outlay 53,222.84 1,251.00 3,726.06 M.S.A. Construction 63,455.01 1,553.00 7,202.51 G.O. State Aid Road Bonds 4,497.86 99.00 562.56 Permanent Improve Revolving 92,758.00 1,448.00 16.405.52 Special Assess 1966-76 (Sewer/Water) 1,942,789.97 29,568.50 96,971.42 Special Assess 1980 (Sewer) 334,617.83 8,501.00 27,314.94 Special Assess 1982 (Sewer/Water/Street) 184,006.68 4,965.00 13,819.64 Liquor Operating 31,757.58 956.00 3,447.24 Water Operating 13,416.17 421.00 (414.98) Sewer Operating 159,330.20 4,764.00 19,421.14 Golf Course Operating 24,997.88 790.00 2,327.54 :TOTALS $4,416,476.18 5116,947.35 $411,943.60 Note: The Community Development Block Grant Fund does not earn interest because the monies must be expended first, then a reimbursement applied for from the County. Memo #85-10 oj,3�.Jl. IkEM FEB 111985 TO: City Council FROM: Tom Kuehn, Finance Director DATE: February 7, 1985 SUBJECT: December, 1984 Monthly and Year to Date Summaries of Receipts, Disbursements and Balances The attached report reflects the cash activity for all funds of the City for the month of December, 1984 and for the twelve months ended December 31, 1994. The reports summarize by fund the beginning cash balance, receipts, transfers from other funds, investments sold, eisbursements, transfers to other funds, investments purchased, and ending cash balances. The total of all funds for each column is compared to the previous year for the respective time period. The comparison of the totals is for the purpose of showing the cash and investments for all funds from year to year. crn v gtoto sww9r W 99CQIM, D1661M86101t5 W 961Ar¢5 " " 1 OtD im 9Nim17q polO i Imwlant�Cr Tranafera invaat to Trallafora lnvrbarnta Cuh In wt�mt PAn "I. Nla 9 ipt. _In Sold DiabUra919nta Out Wr Josd mia Nla,av Cool 6 51,765,573 $579,911 5 15,892 5 9 1671862 9 57,699 S $2,115,029 6 9aNral Ibvwar+SNrin9 29,119 1,179 23 M, 986 Barb 196.114 6,762 - - 111,1M C tty Da9e1'1.t Blatt Grant (6,673) 3,207 1.612 2 -F 1puipw,t O Iay 195,912 16,1M 37,696 3,7N 155,104 Wildim cvital Outlay 32,295 928 29, 9N - - 53,221 e icipal State aid Ca trmtlm 6110" i,617 61 63,455 G.O. Sbta Aid ■atl D 6, 395 114 - - 6,698 paraarnt brat nt I Iving IP,NB 9,767 34,957 92, 758 Spacial Naaaa IW-197C 9U,159 I24,939 1" 1,042,799 Spacial Naar 199I M9,448 75,225 55 334,612 Spacial Nava 1982 162,636 61,665 76 I04110 Liq 0parating M, 159 51,111 31,712 15,IN 31,757 rtaa Opatadnq (9,474) A, 398 11,596 13,616 Brat Olatra0En9 197.M 35,IM 72,907 159,339 Golf Carr Qerat,m 27,562 m 9, 292 26,698 99olad I�t 1 t 91ua1 3,7M,292 (7,616.626) 18,111 878,675 101,737 1,663,565 (4,335,122) 4,335,122 10M13 93,776,M2 1 95,362 1998,729 9 72,696 1 976,675 9 437,767 6 721696 $1,443,545 $ I1,336 96,335,122 109" EAR T9N 13,N7,695 0 35,574 N75,6M 8 N.693 $3,2911"1 9 415,192 1 96,693 $3,92111" 9 67.176 44,17S,663 CI99Rm ea66"n a 8 XFF8, DIlAAFFS RIU Buao F0 TD TO.K "01116 88Dp OOBOi 31, 19M Begimin9 DWI in�tsnvtsmlrlm aa1- Transfera InveatrRenta Transfets Inw tleanta ca h In�t Mal mlanm Salan o Betrlpta In Sold DiaW,.ts Dut Mrc aad Bale"e Balsro Genera! 6 6 I,M3,8M $2.077,581 6 %,MO 6 51,862,IM 660, 717 5 $2,115,620 6 Federal Revenue Shari, 67,940 31,MB I3,031 59, Al U,4% Parke 1",M7 21,867 19,818 111,136 Comnmty �lofaaetK BIaaR Gran: 1151) 19,641 19,/68 2 -6- Fqutpmnt outlay 113.769 21,69- 62,792 N,013 %9 155, 86/ Building Capital outlay N,/M 2.733 29,6N - - 53,223 Mmlclpol State Rid Construction 62,N6 17,276 15,911 63,455 G.D. State Rid Reed fond I'm 44,210 43,772 4,4% fVr..t IM.4177 25,BB9 119,N8 92, 758 Spealel Asxu 1966-1976 1, 125,K2 3N,116 378,666 7, 746 1,0/2,7M Special Assess 1980 299,/62 176,943 7,746 149,533 334,610 3W ial Raaeas 1982 132,8% 133,53/ 01,M3 184, 007 Liquor operating 27,6M IM,03 470,936 15, Me 31,757 "Door operating S,S82 132,M 124,344 13,416 Beer operating 157,50 470,064 N5,926 3,11) 159,338 (cif Cmtw operating 18,981 $6,322 81.295 24,M Fooled lmwstammat Trust fund 6,175,663 16,175,663) 348,182 IB, 509,8/6 MI, 182 IB,669,299 (4,335,122) 4,335,122 70T IMP Tw $4,175,663 { GIAM 64,419,103 61/6,8M 0/,002,162 B 45,975 N.0M,7% 5118,020 Q8.509,BN $4,246,166 611L,BM 019,077,S91 03,055,293 $146,628 6U,K9, 2f9 { 81, 151 N, D5.122 {19,231,M 0 67,176 44,175,663 'd TO: Orono City Council FROM: Joan Lattin, Assistant Finance Director DATE: February 7, 1985 SUBJECT: Wine In Grocery Stores Resolution 4J...b'�. Mk��Gllwa FEB 111985 I have attached a resolution opposing Wine In Grocery Store Legislation. Should the Minnesota %egislature pass legislation allowing wine in the grocery stores it could erode the profits of both municipal and private off -sale stores. The wine sales represent 25% of the total gross sales at the Orono store and the margin of profit on wine is 35%. whereas liquor is 27► and beer 26%. The sale of wine in the grocery stores would reduce the net profit of the Orono Liquor Store. City of ORONO RESOLUTION OF THE CITY COUNCIL NO. A RESOLUTION OPPOSING THE WINE IN GROCERY STORES LEGISLATION WHEREAS, the City of Orono owns and operates a Municipal Off Sale Liquor Store, WHEREAS, the City of Orono has transferred the profits from the Liquor Store to reduce the General Property Tax levy, WHEREAS, should the Wine In Grocery Stores legislation be passed, the profits of the Liquor Store would be reduced. NOW THEREFORE BE IT RESOLVED, that the City of Orono Council opposes any legislation allowing wine in grocery stores. Adopted by the City Council of the City of Orono, Minnesota at regular meeting held February 11, 1985. Macy C. Butler, Mayoi ATTEST: Dorothy M.-Ha111n,CCrEy CTecT- a� of j, .itol MI=E= FEB 111985 MEMORANDUM TO: Mayor and City Council Members City of Orono FROM: Thomas J. Radio City Attorney RE: Welsh v. City of Orono our File No. 7740-001 DATE: February 6, 1985 On November 19, 1984, plaintiff moved the District Court for an order remanding this matter to the Orono City Council to consider his application to build a dock, disposition of dredge spoils, and rip -rapping the shoreline of his Lake Minnetonka property. This motion was made pursuant to the Supreme Court's decision. As you will recall, while the court denied the City's jurisdiction over dredging, it did recognize the City's authority to regulate docking, deposition of dredging spoils, and rip -rapping. Hence, the Council can look forward to considering these issues in the future. The court's order is attached. TJN/dd/0578F Enclosure cc: John Gerhardson Jeanne Mabusth C. Rex welsh, petitioner, Appellant (C2-83-1276), Respondent (C3-83-699), VS. City of Orono, a Minnesota municipal corp, .ion, Respondent (C2-83-1276), Appellant (C3-83-699). Court Of Appeals JUDGMENT C3-83-699 C2-83-1276 AMOX0 Cuun Cnsv Number 798979 T".0 Cuwi C.ue Nmnbo Pursuant to an older of Court heretofore duly made and entered in this cause it is determined and adjudged that fhe order of the Court below, herein appealed from, to wit, of the District Court within and for the County of llcl!ncpin be and Ilia same hereby IS affirmed in part; reversed in part and remanded to the trial court in accordance with the opinion and lhalludgment be antered accordingly. A certified COPY of the entry ofludgmenl and the Court's decision Is herewith transmitted and made part of the femntilur. And it is further determined and adjudged that respondent/C. Rex welsh herein. do have and recover of appellant/City of Orono herein in the sum of Three Hundred Sixty -Two and 42/100 . . . . . . . .(362.42)Uollars; and that appellant/City of Orono herein, to have and recover of respondent herein the sum and amount of Dollars. (1 1 Two Hundred and no/100 . . . . . . . . . . . . . . . . . 200.00 as costs and disbursements in this cause in this Count, and thaf execution may be issued for the enforcement thereof. Dated and signed: FOR THE COURT 10-23-84 barva Attest:s Wayne Txhrmperle or I" A��syr1ovns,, C 1 By: `7�1(Z Av"" ASa:r.ml Clem Statement For Judgment Statutory Costs f 25.00(R) Trial Courf Fee S Trensc„pt S Appeal Bo,r,f S Printer S 337.42(R) Appellate Court Feu S Postage and Express Otheratty. fees S duo to order 10-23-64 $200'00(A) 1R) Totaf f162.200.424200 Sahstacion of Judgment filed. Therefore the above lodgment is duly sahshed m full and . of ro'ord Attest Ch••s M Hre Appeafe Court By 11nxaY Aa...r.ee i A+x , F;7 11 19?5 LIST OF LICENSES FOR COUNCIL APPROVAL u FOR MEETING OF February 11. 1985 Cigarette License Lakeview Golf of Orono, Inc. Cigarette License Kennel License Kennel License Kennel License Kennel License Crystal Bay Service Maxwell F. Alvord 960 North Brown Road Robert S. Waag 4760 West Branch Road John c Ginger Traul 4640 West Branch Road Frank a Sue Kokesh 4100 Watertown Road '.. 111.8- If— ...' I..aa- .. ff.Y. M.1— N. f..' I,,, NoRa-Mla Co. Lit,','. Fee 20..-..0_0­ ................ Na ........... ftrpnsp to #Pit Tigaratrii at igetail State of ivinnefivto I County of Hennepin Cily of or ... a LICENSE IS HEREDJ' GRANTED TO.- _ ... T'M.�fthr" 1 .. .... ................. . to I cittareffIrs and rigarefte Ifulfrrs and terapIfers at retell a1...._CrY.sta.1A1a:y ... Serv.IcL ... ........ . .... .. ....... ".. I—, ......... I ­­­­­ .1 ............. .. .... . . ...... ... Ahu-9 ... P.K.46MO ... .... ........ . ................. . ...................... ...... ­­ .. ............. In the ('tell al Orono in maid county and dale /or the term of-ORP yea r ... ­ .... he finning frith I/'( ........ fXXXt ....... ... day./., Yg4?-_WIXY .1 10. 0 5 ; xUbjwt to lair, q "'. dale ,, .11in"'Ot. and th, ordinance- d if, tali., of slid My./ Orono pelaW$F .tlw"I� .4ttme: COCAWILAU.% .. .......... .. .............. ...... . ..... . .................. . . .... . 11 1h, - ;fy uI Orono ...PRK�[lv .. PIA.. 44411r1—.91ty..Clark Br_.... (SOMI) Mary..0 ..... ljuLlex. Mayor_. . . . 11.IM:�. M.. Irm,flef M Y I!N- /.irrnse Fee 1.5..-..00 ... . .............. Vulur to bell Tip IlInk of Atmemeta I County / jilasneg" i LICENSE IS HEREBX ORdYTED TO - to "It clia"(flat awd 'itta'di, lww,. ..d ",a- ..... .... ... LIZAt .................. day /... Febx eery J. "Gaaarlei aad I.— i'said 011, . 1. ­ .­ ........ ... . ..... ....... . _I.._._.._.._... 20.9n.tAy .. K._HA11AA....j;'LtY ... cl.rk lalb-0uN C. Lulus a ............. 6­11.2 ......... It'll at detail "t Oran., .GranGrant Russel, stern t .. . ..... .. ...... .............. . a, tew _QralaQ' UK _921.Ar.MJ?X1.Y* . ........... I ..... ....... .......... ...... - .. .... . ..... .............. . .:e M.-Months . ........... jugj,�,,j with th, .1., !ff ia.af M. SWU of Minneests and th, 1. axt inorow. . �TXUIL.UdX of the City of Or."m (80") mjry.C_.UUc;.. may-: CITY Of tor,:; KENNEL LIC �tV APPLICATION — 4'`===' P.O. BO.. 66 License fear I;Ij,. CRYSTAL BAY, MII 55323 lg'- s Aix 3 1198:, 473-7357 AU questions must be ansa•cacd. License Ate apptica.tions like subject to apµiovat 'ly the City f brndel. 1. Owner's Name n/!!;,,1. I t r 2. Property Address !LC. 3. Mailing Address (if different) Phone (:'c:ce) 4171 5 CO?L'�^RC1f.• Kennel License Information a) Name of business b) Business activities (check) boarding veterinary care breeding retail/wholesale sales otner (specify) _ twining grooming c) 1+ormal business hours: weekdays AM to __ PM Saturdays AM to PM Sundays/holiday __ AM to __PM 9) After hours contact: Name _ Telephone e) Dog runs/exercise areas are: inside _ outside _ both 6. RESIDENTIAL Kennel License Information a) Maximum number of dogs (over 6 me's old) to be kept at any one time b) Principal h,eed(s) ., } /Jx ,,, J IVI.1.• I •.v+nr rt c) —pose -ng a than 2 dogs _All— 411 l; d) Dogs morn_ .cpt: de sihome _.Lf .aparate kennel structure ..uu..uu...u..0 u..uu. •u................ u.. u...uu.uu..+... s.us.. The undeuigned heaeby imkes apptication to the Ors •^ City Councit Sat a Kennet License as 5peci.6ied at this 6ovn; the undersigned ackncnfcec,.. that a Unnet t'cenae is pevnissive ratty and does not giant any aut!mtity to vtotate anq µtovi.siomn 05 ary City Ordinance oa other fate on aeg:da.tiau the undersigned heaeby gaacts the City Pes+■w'-%on to inspect the pnemiaea pu".a to ticease apµlovat and at any othei tea6onabte time du.:,ng the tieenae duration; c.a the undetsigned agaew to abide by file tequ.i.tements 06 Alum ipat Code Chapter 63 inctuding any speciat conditions imposed by the City Couneit as pact oa ta) kennet license appaovat. KIND OF LICENSE Commercial Kennel Licens.. $100.00/year ✓ Residential Kennel License $ 25.00/year r.— rt_ CL 44� 01 I ;!,Orr r:u- "' sa ApPI%ant Dal .a<...f...........u. u.uuuu.. ....... .^.u.. n.0 u.uun .. re. Cat,. *nil ..noel ,vpnN uy �� _ n'�• —... .L�� — CITY OF ORO:D KENNEL LICENSE APPLICATION - P.O. BOX 66 License Year CRYSTAL BAY, MN 55323 19� 473-7357 ALL questions must be asteered. License Sec must accompany appUcatioa. Ate applications sae subject to approvat by ttine//City Councit. 1. Owner's Name 4" `:,••% � ��/•�<` _ 2. Property Address 3. Mailing Address (if different) 4. Phone (Home) _/ (Work) 4",/'' - 5. COMMERCIAL Kennel License Information a) Name of business b) Business activities (check) boarding veterinary care training breeding retail/wholesale sales grooming _ other (specify) _ c) Normal business hours: weekdays AM to PM Saturdays AM to PM Suns/holidays _ AM to PM d) After hours contact: Name Telephone e) Dog runs/exercise areas are: inside _ outside _ both 6. RESIDENTIAL Kennel License Information a) Maximum number of dogs (over 6 me's old) to be kept at any one time b) Principal breed(s): c) Purpose of keeping more than 2 dogs o.. .✓ T d) Dogs normally kept: V inside home _ separate kennel structure •�}f}11f}f};R}It}11Rt111f1fRftff}}{R{}{}1f}}}{f1}It11f�f}{111f }}11f 11ff1{R1f}11ff1f The ande.uiyued hereby naU5 apptication to the 0101d City COanr.it So.t a Kennet License as specified an thw So4m; the tundeuigned acknmetedges .that a Kennet License is pe4mZ66ive mdy and does not grant any authority to violate any provision oS any City Ordinance on other tale on regutataon; the undersigned hereby gunts the City penmiasion to i.napeet tine premises prioa to license approvat and at any Others rea4onabte time doting the Ucerse duwtion; and .the undeuigsed agates to abide by the requite,new ,$ Num4ciptt Code Chaptet 6.3 including any speeiat conditions imposed by the City Councit as part OS any kennet Uc, ale apptovat. R r:FS KIND OFLICENSECommercial Kennel License 10 ^0/ ea- QI96 Residential Kennel License 2` ! yea ; 9 S'F fi pp cant Date -- .vf:R11Rf 11f 1Y1f 111f 1111f1111111fRR11f♦.1111{IfIfR11111f1R1}f111f11(1[YR11ff te[ t1l'I G[f On1Y [<nnel nq'^c taJ OY �li _ O /i��..^� _ Wt• � � � ` e� —_... _ V a 'CITY OF OROV P.O. BOX 66 CRYSTAL BAY, MN 55323 473-7357 KENNEL LICENSE APPLICATION Licrossc Ycar 19 ALL questions must be asue•ied. License Sec must accompany application. AU appticatias are subject to approval by the City Coanci.t. 1. Owner -s Name _.dOHIJ 4.6/106rp /g1ja(- 2. Property Address _L/(ey0 U). (S,edAIcd Xo.. maaxD. AA) SS36 3. Mailing Address (if different) 4. Phone (Home) �,LI) 119,i- %317 (Nork) 5. COMMERCIAL Kennel License Information a) Name of business b) Business activities (check) boarding veterinary care (. aining breeding retail/wholesal�(�'"I ooming other (specify) _ c) Normal business hours: weekdays AM to rr, Saturdays AM to _ _ PM Sundays/holidays AM to PM d) After hours contact: Name Telephone e) Dog runs/exercise areas are: inside outside both 6. RESIDENTIAL Kennel License Information a) Maximum number of dogs (over 6 me's old) to be kept at any one time .S b) Principal breed (s): SySE kIAA) NGSkie 5 c) Purpose of keep Ing more than 2 dogs 1LEC,e£nT/OAI/fL $(,=0 BA/e _Tr Ant _ YV Q d V d) Dogs normally kept: __ inside home Y' separate kennel structure e.u..uu.........u.u..uuu...u.u...uuuuuu.....0 u.......+. e......:w• The underaig:r enebg makes application to the Orono City Councft 6o.t a Kennel License as apeci6ied on ties 6o4m; the undeuigned acl:nmctedges that a kennet tice:ue iA peAmiccive ady and does not grad any adhoA.ity to viotate mly ;)4ovis.ion of ally City 0rdinace or otheA talc or regutation; the andmigned Incteby grouts the City permission to .inspect the ptemiaea PUwt to License apptovat and at any other Aeasonabte time darting the Licence duration; and .the undersigned agrees .to abide by the requu%ements o6 Alaucipat Code CkapteA 63 including any speciat conditionna imposed by the City Councit as pa:.t o6 any kennel License approvat. KIND OF LICENSE _ ;r, �-_'� V AI� Commercial Kennel License $1 0.00 year FEB - EIS X Residential Kennel License 5* year i /t OF 0RE rl Ap cent Da a a• .-• ....scant u. u..uu u.uu.v.� .�.� �.te��uu......u..uu.u......♦uuuuu. u.• run a,,_ ...,,...: ,..w...a .. _ rv-A r a,. z -'7 — 8 T CITY OF ORON6 KENNEL LICENSE APPLICATION P.O. BOX 66 License Year CRYSTAL BAY, MN 55323 19 <•, 473-7357 Att questions InaOt be anaw"ed. Licen6e bee mast accompany appUeation. Aft appticatimis aAe subject to appnovaj't by the City CC`ouucit`. / 1. Owner's Name c. 2. Property Address :AV*(' ••\i is li..1(�.i(--i \, 'l.(�i_ �.,1G 1�tr ' \s�\•,; 3. Mailiro Address (if different) 4. Phone (Nome) 111,- - r ,I lam, % (Work) S. C01•L•IERCIAL Kennel License Information a) Name of business b) Business activities (check) boarding _ veterinary care training _ breeding _ retail/wholesale sales grooming _ other (specify) c) Normal business hours: weekdays AM to PM Saturdays _ _ AM to __ PM Su-�ys/holidays AM to __PM d) After hours contact: Name Telephone e) Dog runs/exercise areas are: _ inside outside both 6. RESIDENTIAL Kennel License Information t 1,, ���, �„ 11 i.,�i rl ",.., �•• , l a) Maximum number of dogs (over 6 mo's old) to be kept at any one time b) Principal breed(s): ,VA,,,.:1 >Z._,,.�. •,11 c) Purpose of keeping more than 2 dogs ( d) Dogs normally kept: -3_ inside home " separate kennel structure •.....a:.t...ttut••...attatu.uttttttttu utt+u !tutu utuu ufutttfttftu ttf The ulde,viigned heneby makes apptication to the Oamlo City Councit 6oA a Kennet Licenae speci6ied on .thliA 6omn; the undersigned acknoutedge5 that a kennet License ie penmisaive onty and does ue-t grant wig autho&Uy to v.iotate any provision 06 any City OAdinance oA other Laic on aegutation; the undeAaigued heneby grants thie City penmi,es Con to inspect the P4emu,ca pn.ioA to License approval aid at any other neasonabte .time during the ticenee duAa.tion; and the undeuigned agrees to abide by the AequiAementa o6 hb,nicipat Code ChapteA 63 inctading any epeciat conditions imposed by the City Counai.t as pant o6 any kennel Ucease applovat. KIND Or LICENSE Commercial Kennel License $300.00/year \' `/ Residential Kennel License $ 25.00/year eCLAyal #/WIS-1 UP hlyc.�.+1_s Date v,ltetMfHNMHItH of HtllHtttHtt.tHttlttlHtt)ftttttfltlf tfftt UftJtffft Hflff hl Ck" Uet Onl, %. ,.l in.ptntp LY r i, _•JA.N % T a� C:TY OF U'040 NAME P A T R I 41 8l Y.T.) 33 GROSS GROSS ETPJA_L06 , ANDERSON BL 31 3649.79 1138,84 BENSON 80BZIEN NR SA 12 31 5303925 19S4110 1628. 35 70).33 f �dAA %vic ilL OEEM BRINER CA 90 168100 3013 BRINKHAUS JF 42 3322.44 U S817R FES 11 1985 BURMASTER NO 31 3522.57 1189,44 CARLSON UJ 72 3192160 13F403 /713 �4N�6 CHECK JM 9? 86193 63120 CNGSNICK GB 31 34061SO 9134040 EHRENBERG OL 70 15461b0 5001)d ERICKSON OJ 73 0100 01?3 ERICKSO4 (R 31 3797129 1230159 FRITZLER JM 31 36841^8 1159142 SAFFRON MP 33 292S128 1)34154 GERHAROSON JR 42 414?131 1365,14 GREENGUIST NO 93 2841)0 134113 GREGORY JO 42 2901.00 9S9612 GRIFFITHS GE 31 3536.66 1225.53 HALLIN )M 12 2446*67 112141 HANSEN SC 42 2623063 361112 HANSING CJ 31 S88143 201110 HENNING JP 9i 219161 113013 HIGUS PA 4) 1503124 563.)4 JACOBS TJ 33 2785168 926156 JOMNS RJ 90 :.JO 1010 JOHNSON BP 31 326;*14 1]971SS KILRO NM 31 4355034 1471*13 KIRNYCIUK N 31 3293104 1197163 KNUTSON CA 15 2)50.07 S92.24 KRIMMEL DL 93 0100 0170 KUEHN TM 15 3804172 1284172 LUTIN JC 1i 242102 $17052 MARUSTH JA 33 36181^8 1221150 MANUEL CM 93 92S128 205124 14000WAN LR 90 51140,;8 1351,52 MOR)YCZYN3 J 31 52611)4 1397156 MAOSS FT 61 2324,22 0101S1 NAAR TL 12 1649*92 491.40 OAS 00 93 ?100 1, 13 03RIEN RL 42 Colo OMAN LE 33 1348.)0 0241?0 PALMER PB 31 %10 30`3 PEARSON SC 31 3197104 IL6516d P_TERSON RY 03 COW 3113 PIELON JE 31 2F06192 31?0 PROMO BJ 12 452049 73191 OUAST N4 92 2693120 •15142 ROYCRAFT GE 93 3100 ,1) SASS JJ 42 ?621173 *61112 SELLNER CL 93 ^100 7170 S_LSTAO ER 93 1110 ]. 70 Cary OF O40.40 P A T R EMP L-NO NAME 31V GROSS GROSS EKP/ALLOA SKREEN OS 42 2626.46 968.36 SLIGO SR 93 CAD 0.00 SMITH JR 92 2961.15 1383*52 STEFFENHAS RE 93 2BS2.08 763.14 STEVENS 86 93 0.00 3600 SUTTON PE 12 1244610 440.70 TONCZVK MY 31 3293.04 1197,68 COUNT GR4.ND 39054.75 4 PAID O3344 TOTAL 03058 TJTAL TOTAL FICA TAN GROSS = 209275.37 �47LOTERS FI:A A = GFUUP HEALFI B = PHTSICI4NNS HEALTH PLAN C = BLUE C4)SS/4LJE SHIELD 0 = MEDICAL CENTER PLAN E = PRUOEVTIAL F COORO. 4EALT14 CARE G : RINNESOTA 4MD H TRANS-AMERICA O:C. I = BANKERS LIF" J = MUTUAL SERVICES K + MUTUAL JF ORAHA L = EMPLOT_EtS BENEFIT N = AETNA N = NICOLLET EITEL 0 = LE40UE 1F CITIES 1 = HEALTh CARE 44INT 4CCT. MISSING HOSA C00E FOR SOME ERPLtS L:Tv JF I A 1 �6ek../ ...4) . . E4PL-!�tl VA4= / 9IV/ GR OST- i iR 7SS HYP/All A:?4" L 11 AAJJO 22),77 A)A•S - 11 440.CO 221.70 HLCLEF '1C 11 55C.)0 275.:0 F1A44 11 /40.40 221*n7 6=s4EY J 11 440.)0 223.70 C DUhI CFA%1 19155.0C QATD !V icS TOTAL COOS TJT+L TOTAL F::A 1AY GRO.) = .7' 'R�L9TERS F A a 3e^JP 4ALT. R • PHT5:DI"03 4a LTH PLAV C • 9LU: CUSS/5LJ' SHIELD a PAU)E..T:AL F a CCJ`G• 4FALTH CARZ v = MTh •.F _:-4 �M) 4 * Tn,1'.S-sMER!CA 'CC. a Rl%IKER3 LI'E J a MUTUAL 3ER9TCE7 K • MUTUAL JF 14A44 L = CAOL�V-."S REV FTT 4 a A -.-TVA R a VIC'LLLT E.?L a LEA)U. „ ::TIES 2 a 4EALTr :aa¢ MA:•lr ACCT. M:S.SIYG 4;1= Cl7E FJR 7114E EM=L'S 1965 CITY OF ORONO A r CHECK REGISTER 01 11-65 PAGE '1 ( CHECK M. DATE AMOUR, VEWOl - ITEM DESCRIPTION ACCOUNT NO. INV. A P.O. R MESSAGE per 261 02/04q1 12.00 .NG DEPT PJS SAFETY LID BUYER CARD-1065 21-4185.515-90 - MANUAL '( ' 12.00 • 4 KI262 C2/06/65 221.71 GRIGGS CO2PER LID PUNCH 21-4610-111-90 MANUAL M0262 32/CL/05 15.29- GRIGGS COOPER LID OIGC 21-461/-715-90 MANUAL , KI265 02104/65 417.7T TO AMILLI" VINE PUNCH 21-4612-7`15-90 NANUAL K1265 - --LuC6161 - - 11.22-"-`- EO PN!LLT'S - VINE OIsC-""'"" (1-AH7-SO-90" MANUAL Ae.12 . MC22G4 07104197 16:00- - TNN CTY MU1 ASSN - CONF/SCHOOLS 91-4716-020-11 - .ANU:L 16.00 .A r CBS .•..•A 16.00 TUMD 01 TOTAL GENERAL FUND I'M." FU41 11 TOTAL LIQUOR OPERATING FUND 1,226.19 TOTAL '. 1504 city or OKOMO CNCCA REGISTER 02-11-65 PAGE I T,-_,CNECK N0. DATE_. _ ._ /NOUVT _ _ _ VENOQ._ _ __ ITEM DESCRIPTION ACCOUNT NO. IMY. I P.O. I MESSUC _ ' ('j' 367037 U2/06/45 17.70 COAL P ANDCASOT ASSC ST MT SUP 01-4211-245-42 . 1700.P .•.... ...-CIS ' 30039 02106115 14.50 eERTELlOM EROf Off SUPPLIES 01-4210-020-1l ' 14.50 . 31 rO(.{ U2/O6243._ 43.00 CSKSTR00 ROSINS ASN RETAINER CN{_ 01-6504-200"1 IS7074 42106165 341.99 904EST000 ROSEN[ ASK _ END CaINOUIt 01-4305.200.41 _ 361014 U2/06/a5 74.91 aONESTN00 MIKE ASK ENO CONSULT 01-4305.249-42 S67O14 M2/06/as 11.53 BONCSTR00 ROSEN[ AS" CNG CONSUL' 01-4305-640-7/ 167074 02/06/e5 1.356.00 SONESTROO AOSENE ASK ENS CONSULT 41-4305-405-00 _ 367074 G2/04/9S 142.63 PONESTROO ROSEW ASM CAN CONSULT 41-4s0S-410.00 2.101.:4 u.... ...C14 A7214 41/06145 602.50 .CNEAAL -[-AIR SG 44T LILACS/LS 73-4344-S69-52 602.50 ...... ...-CKs 361303 021c6/as 2.134.+5 ME IN CT7 TIN OI7 JA;L CMAPGI$ CI-455a-1a0-16 2,534.11 . ...... ....CIS 33 /4 8 .TIC6185 I1S.69 M400KAWLORRAIMC -.L EA GE 71-4581-SIS-/0 ns.6M . MISS .21061AS 5.60 ":RILE RADIO ENO INC AUTO NMT 01-4341-171-33 S.SO .....• - ...-CMS 16 H61 .2/36/15 IS.30 i1PIMriN MESSCM6EA PSSTAGC O1-4321-1=74.33 15.30 56762. .T/ollel 675..'O OOPNA• MAIK t ASSV LEGAL RETAINC- C1.4331-060-16 36162. .Z"6105 2.67t.11 POPM . RAIN a ASSOC COURT APP 01-4302-060-M 36/623 .2/06163 P40.00 P3144- MILK a ASSOC CONSULT LEGAL 01-4303-060-16 361622 .2106/af 595.43 POPMAR MILK 4 ASSOC CONSULT LEGAL 01-4303-n4-33 36762e .Z104181 al.fo -OPN4M RAIK 4 ASSOC CCMSULT LEGAL 01.4303-660-71 361629 .2106/e5 204.00 P3PRLP PAIK 4 ASSOC CONSULT LEGAL 41-4303-402.00 .. 36/6Z9 .2IC6165 144.00 PORNAR WALK I AS30C CONSULT LEGAL 61-4303-405-00 367628 .2/36/65 FM.0a PO-94P MAIK I ASSOC CONSULT LEGAL 41-4301-410.00 S.RM.iI ...•.. ...SAS J - L:- Mi'Ci 0110R0k Id' fit. �' -�•r •, CRICK REGISTER 1 07 1`1-IS PAGE I 2 ` ih.-:i4YGrf , 1;:.•! ITEM. OESCAINTION__ ACCOUNT 40. INN. P R.O. R RESSAE( C GG- __623.56 CON STQI]MEM GUMS WEANING APR OI-{771-17?-11 NSA MiG2Y D2/D6iH 10.2G WRIGHT MCGN ELECTRIC UT .TIES 0.-432"260-42 A7w0 u2I06/GS 11.O4 if 67r11s -- MILEAGE- - T1-4341-313-w - 11.04 . belal .2106/es 55.00 CONTINENTAL DATA COURIER 6101-12/31 /1.4353-515-w So+1{{ .2/0603S 113.30 CONTINENTAL DATA DATA VROC $111-12131 11-435s-31"0 F6G.30 . ...... ..—Cgs e,190.10 rUM] ITT TOTAL GENERALRCRO 7•ne.13 RUNG a TOTAL •EN• INRMCNC REN R 602.00 FUND 2I TOTAL LIGUOR DO£ATI%4 ORDO 'V%O 602.50 FUND 77 TOTAL sC+£- ONCAAf iY- FUND 12.424.46 T^•AL , 1965 CITY a, ORIMO CHECK REGISTER 02-11-15 PA4E 1 C nCC R.60. DATE .._- _ tPWMT I![M_JCSCMIGIIOL-_. ....ICE IU NT M0. [NY. I_P. O._l_IIC SSIMC_T 040521 J2/I/105 75.906.00 MOMYCST 6449 MILS MA BOND P.IRC 17.1-40 41-1610-90• 00 ' 06Osll _ uzW115 35.54t.10_--.._NOO6Ess &AMR MPLS MA_ BCNe INt 12-1-s0. 13-4.20.91 10 04ISI• u22C7105 49.10 NOMMCS9 SINK MPLS 44 F A FIT 12-1-00 13-4610-9a 00 , - 110.637.90 - ...... - --- ----._- --- ---- .. --- -- ...CMG - 042446 _ .Z10 411_ _ _ 22.10 ACRI-RINNi SOT\ INC OFF SUPPLIES 01-4210-019-12 "loos a2/oviwl _ 22.10 ACRO.+IMNCSOIA I4C OFF SUPPLIES 01-4210-019-14 041006 02/07/61 22.10 ACRO•NINNCSOTA INC OFF SUPPLIES 01-4210-069-1S , 42/02195 _ 21.06 ACMO•NIMN_'SOTA IMC IFF SUPPLIES. 71-42/0-I29-31 -.942006__.__ 04200 U2/07/65 T2.12 ACRO-PIMMCSOTA INC OFF 1UPPLIES Ct-4210.17"11 F 04200.. Ul/07/4S 22.10 ACi}MI MMZ7OtA INC OFF SUPPLICS Obl2f0-2H-\7 ' 042936. 02/e/Al 2.46 RCNO•MIMNCSOTA INC OFF SUPPLIES T2.4210-54b91 0410J6 .2/97161 4.52 LCiO•MINN!SOTA INC IFF SUPPLIES T7-4210-S69.92 I 140.10 I 00010 SO4 ATV I9F2 SIST[N 191 IFF :CUSP 01.4340-019•12 00010 ..2/0F/9S . S.14 AT&T TYPO SISFIR ANY IFF /0U7P Ct.4340.069.15 1••0 FTCT INFO SY Tr9 042010 Oa2910 ..2/11/R5 •2/0F/1S t)•50 416T INFO SI>Tr.+ -%I OFF Coto IFF 21-4740-119.51 I1-4S40-124.51 00U10 J2/CFF45 S.AT&T S9FO 94T EQUIP 9vt IFF I4VV O/.4540-II1.11 00W0 Q/:IItl S.F.•9 $TIT•. At4T INFO STsir+ +Yf )!/ 299:P :+-1140-269.4d 52•l0 00.11 .7/C 1151 1.51 A t S M '1°] iTSTr- '!LE'-041 C1.4570•i F1.l4 R.S5 / u•... ...CGS A 04232. �2/1/145 11.]1`.•1 1`11C49 ''III 'ANN •h0 as:9C 1i-1•V 44-4610-901-OC • 0002. .21,1145 141514.11 4.CRIC44 SATL 419M 1140 I4T I2-1.62 44-1620-92F-00 ' 041.7< .7J: 7145 61.:7 Al-R:CIN 182E BANK r4 FL. 12-1-12 44"S3I-M-co 64.661.75 ...... •...CMS • ^142N15 .Willi S1.10 •A-QT OFF -ROC )FF SJPPIM 11.4713-179-12 ' 241e15 u2/C7/0s S6.I0 ISP41 IFF 14" )FP SUPPL:C 17•.19 / A ...... .•..CMS • 141,!1 .21:1141 44.,1 .4)1% 04C10 1FF SUPFUrs el-WO-059-14 ' 042.41 .210195 22.94 9R1M9 PMOto OFF SUPPLIES 31-42/0-06/.15 o"as, .211,195 95.1s 9ROA9 #Met, 1FF SUPPLIES 11-4210-t29•31 041041 .210151 62.01 RRIvr PHOTO E9U:-/vTS ACES5 O1-ai72-1tM 31 ' 745.v . ...... ..•-CMS ' P/209t vP/LIFP! 12F .40 -JTCNCS R44 .U-PLT +:N --in" /T-4 QO-SI1.90 � 127.t0 Q. 191s city if ONONO CHECK RESISTER 02-11-05 PASS 2 CHECK NO. DATE ----_. 11OUNT. _.. - __. ... _ YEM. ITEILOESCRIOIION. _.._/000OR_10a_SNS- N P.O. 6 MESSAGE N DAMS C210 183 IO.fO CLUTCH O U JOINT SIR OFF SUPPLIES 01-4232.249-42 ' ...... ...SSA0 t. ' 062147 -7/0111t 91.54 Cn•1 OUP °• INC OFF fVAttE3 -- - 11-Nf0-019-I2 e. 061142 .1/Cr/es 1.19 COPY OUP PR INC OFF SUPPLIES 11•4210.0S9.14 0 46214Z _... U2/0/e5 1.61..__.. COPY DUN PR INC OFF SUPPLIES OI.4210.059-14 C12N2 MOMS 35.59 COPE OOP " INC OFF SUPPI Ill 01-4210-069-11 w 041142 .2/0r/eS 142.39 CS•1 OUP -4 INC IFF SUPPLIES Oh47t0-It9-N 0 46214E e2/Cr/e3 191.r2 COPE 1u. -0 I4C OFF SUPPLIES 01.4210-17L-33 461142 d2/OAss 34.5? COPY OUP -R INC OFT SUNIIIES 01-6210-M-42 W2142 .2lerfas 4.47 COPY `0 -R INC OFF SUPPLIES r1-421(I-St1. 00 ! Sn,Ie . • •••••• ...CgsP W 214• .2/Crlss S.-.0 ^CW MEN•-L DATA COURT`R III -ills I1-4315-SIS-90 i4il" .7/.irlos 6..44 C^411N1NTAL WT4 9AtA PROC t/Il-t/IS r, -4 sfS-SIS-9C 23.S4 . • .....• u.-CKI } •;@141 .Ir IIES 23.P1 C41U1 PU-9EN 3TANP 901 SUPPLIES 11-1210-039.11 • 141141 .71!7 •AS 62.39 PAIN% NURSER iT-9P OFF 3UPPLIES 11-4t10-1rb33 66.1? . ...... ..cis 44214E 1L rIM1 /.110.tf Sty 1:STM BUT'N6 CI eEN Pu-co 71.4sti-313.90 11105 .P/a n•. 114.10- 0A1 YST-!RUTtv6 CA 'Of RET r1-451M519.9C ^ C42165 .2/71IRS 7r.27 DIT IIST-Ie01I16 CI 53T 40 r1-451h SIS-90 042163 a7/fin! 1..2s OAV OISTNIOUT:16 CO N:R PUNCH N-41t0-f1 S-90 ...... ....cis • 411-F ^214rI.1 •I4.49 1111 SIDE EER15F_ OEEA -VAC. ry•4P1S-1/S•9C 4 A 2fR r,E/:1 qs .20 E131 SI DL BEVE 94;• 1JI RIT O4 n -t 11M S1f-v0 1 19t9,4S 0 ' e xeet3 .vales waD FI1.1:: 1 tt•r-,2a PJoisnuu:[us 11-azu-u9-n • r ...... -..-C" VIA3f1N1 32/ales +C.)O 9)9T F111,CE Ill 1-N gNBP fP i= 194S n1-4M.169-H • rC llO . .. --CR6 r w 1 6,. .A .. V r 1993 CITY Or ORONO CMECk . 02-11.aS PANE 1 ,N[GIGiq ,�-..CHECK NO, :ATE 1x0UN}�. ....__. )C XD Oa _tILJf,D[fWl]i9M \CCOUNJ N0.1Llf.J P.O. I RLSSAY__._ `9R7.or__. IF Mael. .. U2/0r/GS__ _ _ GRIGGS MIEN CO -- _ LIS ►URCN-__. It-HiWStf.10 _. •, OU tr1 02/ar/R 19.64- FIT', 9S COYU CO LIe OTS I1-4111.5E"0 IF zutn c2A 2•.61 GP..GSs C41•!N co MINE PUNCH n-A:1l-stf-9G • _ .$S- GAIGGl COJPER CO WINE DISC 9H.SS . " 0422/2 - dZ/Opilf ._. 9A.20 G 9 K SERVICES - MEANING AM 01-4221-149-42 9412?z itior/GS 100 a 6 A SIaVhYS ST PAT SUP 01-6133-26h42 ' 042212 /2/Or/il 41.10 9 a 9 SERVICES All RLOG/OROS 01-4 141-09h17 ' C.22/t z/Orlos -__- _ $3.43 S a 9 ■EPVICES IMF GLOB/GROS. 01-414I.129-11__-. %z2f2 .::/Spiel 22.00 9 a R SOIVICES AEAMINS APP RJ121.SA h91 ' J41112 .z/Or/q 5.16 S L A SERVICES UTtL ITS MAT SUP 72•At7hfN•H 011212 .Iilll#S 1.40 6 1 9 SERI ICES PIT 00616403 ii-.33 AS1hH atatia LLVINf 11.12 9 a 9 IMIC!S ♦:W is Am 1IN t11. S6h 92 ' MIFF 'Wroas NAG I a A SEPIIC!5 DTIL SIT PNI SUP r3-4214-569-92 -492/2 .2/0rfa7 6.20 S a A SERVICh -M SLG4/6RCS 7)-4343-509.92 O4zzr2 N2/fr/9S 13.40 1 6 9 SENT!Cr.S VINTIN RAP 79-921.f90.91 1 G9.!l • •I • ••.u. •••-C95 19227f a/fr/P1 ISS.23 GASO• Y.ALTM IIC N•ALTN IRS H-N N-tat-01 UA22fs .tic?M 1A", ICAl1M .'ALT. INS CI•alft-tra-SI •4421s -2prill Z$900 r61.11 tic RO,to SIC I\- N-NSt-tr9. )1 WU2fS ;rM7A) A1•!1 SAM. GN 1EA?TN :NC tALTO Y!ALI. is! 1-NSl-tR-IS '621I5 .2tO/r5 106.±1 V- WA Jy. -[ALIM IN: YCI LIN ;Ne )M t1S1. S90-o1 s n.:l •••••• ..•-CKS !Lt2// ,2/:r V•5 6r,1S - -•I N.ALTM CAR: IN! Gt-A1 S1-0Ov-tf ?.Jeff ,a/'In• sr,15 I -TR P-10" CANE NEALTN S1-NSI-tt••)^ ±.Raft 2/:2..5 IIC.:1 40 :14 ALIN CAR_ 1 A•ALTH IN^ W, 'I•N SI- i.-11 .62 J/I _:/Y/-s 1It.;l 4: S'9 E•R YELL7N CIA! Nt-9151-a•9-91 -At err 42/Jf ♦•i AL.:2 4.9 ^.'A N(6L1M CIA; "'At?" III "FILTH INS 12-9111-549.91 IMF .7/frl.) N'J :•N u[AL!M CAPE "FILTH TN! r1.N J1-S69N2 lI.;} I )1.19 ' •....• ..r CKS 641249 .2/6r/tl ESN..: •AD•T TM DIST 0.4 PUNCH FI.4320-SIS-90 11601 . ...... ..._CNS 6922 N7 -21V f II IDi 12 NE•71 "I :NI!•S .TLC CMNF/ -LS tt.4356-129-f1 ...... ... "S ' a[l') .21GrM IS NRITA CRT SE•T FAA PARCEL CHARGE 01-9322-tZh71 M423" J2/0111S I.f• -CNN CST HAT TAX - PA-CEL CHAISE 91-4122-174-11 P :611a .1I07M It.AO •EAH CT/ S1'• IAA .:T 04-CCL CHIRAC CI-9312-249-41 Nis .7/019S .11 +CNN Cll SIFT TAR W.-.T PARCEL CVA44E 4t.6112-401•00 f �- . .. � 4Y �T. �T� n Rl' ; .. ,. _ ' Z".�•_TF°•'ll.'��.'�M�'1�1�'�Fi"" _. .. _ ., _'rF�.. �,;�.y,�-.t ..,. .. ,_er a p-.. ..: �... .. 19GS City of ORONO CMErK REGISTER _ CMECIL.110. _.OATt ITEM_ DESCAIPT10% _.A000UMI_90•. AW*_/ f4w4o JI NESSAK x V.� � R �O J4230! u2/Ot/GS 36.60 MEW CTT IEPT TAX ASMNT PARCEL CHARGE 42.432t•90f-00 3.95___- MENN CTY OEPT TAX ASMNT PARCEL CMARfE ' o4a ws u2/01/G1 1901 wENN CTY OCPT TAX ASMNT PARCEL- CHARGE 44-4322.90t•00 042305 ut/01/GS 420.15 "fin CTY )EPT .AR OCL T4X 1984.14ARDI01E 44-4333.431-00 R '. 04130b _. r2/01/8) _ ____._ _6.13. _ kEIN CTY UPT TAX ASMNT PARCEL CNAASE. 73-4322-569-92.___ SOS.SS • - •••••• . _ �__ .. _ - - ••.-CKS 06834? 2/01/65 109.30 14TL 453A CM )F P3L A:48EASMTP 01-4380-129.31 • •••••• ••�-CKs 0423/2 2/C1145 18.1! J004411 AUT: SUPPLY EOUIv/PTS/ACCES, 11-4232-129.31 14./8 , :*4 .2/C7m 14*96 KEAYCNTS JRUS t3L06/GRGS PN• �1-4231-119.31 C423!5 1.25 K!AYEMTS )QU^. )FF 5'JP;)L:•'-- 70-t110•SVg-93 C4[4_4 1-S 417.47 THC LIVE-"" 3T(i/wuc! :t.431I-J27-11 t1t.4t . - ^4fit3 ?If-?13S L=4R E 3f MV CiT[?S 1 Jei/P.-;CJCLS 1•�254-129.)1 15.") • .....• ...-CK� L:MOC4F:Li:i trtS CLEAN-U-1 )1-4;46-249-42 - ^4�AT. ?/.t/•S 5.70 L!%OrvF=L;EA T••E 31SFCSAL "1-4371.749.42 A �14t4)1 _2!C1/N5 114it) L:41""i°EL;:A •A:E OISPCSAL 11-4371-249-42 4S.'7 • , •.•..• ....Cgs _ -•e411 .21C1to5 SS••5 CTTY of UN G LAK" JTlLITIc� 0/•tlzt-It9-31 '•[431 :2/'S1113 $95.66 C!TV JF L'v6 LAKE 2/!S 4E0 '1-t332-129-31 ^4t417 .2/CUS3 A.'46.25 Cl TT )F L)\G LAK*. :4fcgG)VT ,. cv 17-t359-S49-01 _ ':444 j2IJ1/11 66'01).15• CITT J1 L)VF LAKE :MTiR;OYT S:4v f?-t3S9-S49-92 6•:96.11 CI11 Of L:VG LAW' :tiTCk;CYT SE•v TT•4359.549-92 6.1^1.66 • .....• •••-CKS - f44419 J2/C1t15 4^.21 6A% 09 F1RO T4ACT)R =QUIP/PTS/ACC-SS "1-4232-1t9-42 1 141439 .?/,If19! 3.34 L"' t F)Ri, TRACTOR EJU:°/PTS/AC,_=CS 71-42St-S49•S1 C%1419 J2/J1/>r5 S.01 L' f9R0 TAACTJR 72U/PTS/ACC; SS 7'-4?!2-569-V2 � 1 .. �_ • Jyy �1� �kT* Mi•., [ «1'A�: s,1fe F.x �r 1. r � { '.. fV� �At1A_ r, ;'i' •�' a4���A • 1925 CITT OF OR0110 CMCCK RC6TSTER 02-11-85 PAGE 5 i 4w ITE!!._DESCR.ILTION. -ACCOUNT 1A0..INV• A LO. !. MESSAK �i • 04244U 2/(.1/1:.__ _..__ _ 46.66 _ _ _� LOYELLS AUTO PARTS EQUIP/PTS/ACCESS 01-4:32-249-42 _.._ __ __ 46.56 • • ~ 041to) .2/C7/oS 19009,50 NARK VII SALES BEEN iUR:M I1-48/1-515-90 ` ' 042400 �2/71/115 69•00-_ NARK YII SOLES 30T R£T 71-4816-515. 90 041.10 • • -----CC; 042415 142/07/SS 4?TRO M43T: C34TROL S,4C lZRIT 11.4460.29s-73 1f262.25 • • • 0424l2 J2/!7/4% 303010 MILLEM OAVIS C'f 71-4230-SIS-00 100.•0 •*00966 • CRS � ^426+) .;: ►/"! 13000 14OLS )Al4:M CQ 0`'J ":SC :CU:-' ^7-4342-129-31 • ..•••• •••-CKS • C4149u �2/'7/RS 1.11^.66 M:MY:vASC9 UTIL:�Z: i�•i32i•`)99-17 • 0426P, J2/J7/bS •61•'4 Ml1tY=GASC9 UTIL:TZCS J1-4124-129-31 • '3i149J .2/v/IRS 5/7.62 !1!Mt1';AeCJ UTIL:TIES 72.4324-569-91 042494 J2/^_7/55 N;•iY',A3CO) UTILITIES 71-4324-569-92 • • ••« t'tS ualSze �2/://sS 391.75 4!4#1-S9TA sus Vis PRTc/oUSL 01-4322-020-11 3M .75 • • • •••-CKS • 114254S .2/_/IaS 41.10 Aill A'PAID 411T BUT) ;1-4341-174-i3 U4254) i2/j7/e5 6.79 14VAiRE auto S'P4I» 44T AJTO 72-4341-549-91 04254S 7/Cl/81 0.99 YAVAARE A.;TO AEPAIZ "41' AUT) 73-4341-569.92 • •••-CKi • 941SS2 32/Cl/!s 11.24 TART NAA@ :6YF/iCNCOLS '%I-4356•039-12 "41552 :2/.IIlS a ' C 01-43!1.039-12 2G.26 • ' 062SS9 .2/.:718! 342.`/ 430 VTILITICS :t-6324-i99-11 0415S9 02/;7/a3 tR^.ry2 NSP vTILIVIE 3 11.4324-129-31 • • y 1985 CITY Of ORONO CHECK REs:ISTEM 02.11.0E _____._ITEM OESCWTIO� AZCOUNT NO•- '� ' 06255 9 W559 02/0T/83 .&2/0818S, 231.7S 13.Tt NSP UTILITIES �1-t32t-2i9-t2 ~_____ . _- C41359 .t/CT/as _- _ _. , 1�311.01 MSP 1#3P UTILITIES UTILITIES J1-i32i-190•bi-_ 72-t32i-5t9-91 _ __ .�_�_.._ __ It 1!41559 C42559 ;.?/0rI15 ..210111 Tts.tNt S5609 MSP UTILITIES 1S-i3Zt-569.92 � 1 ksP UTILITIES 14-i32i-590-93 2094.33 _ ••wCK3 f C42561 G2/Cl/e5 Iv. SC 1^RTi'R4 AESSSMIEP POSTAGE ^1-i3Z1-)39.12 1 - 19.50 . ••a-CKS 1 • u42511 :i/i,l/SS 65.S4 MORT4dE3TilN 8"LL TrLiPNO%E 01-4320-039-12 .1t251 C4251. G2/1T/SS 66.14 33.:4 MIRT44EST.44 B'LL TrL:PPfONE Ot-S320-059-16 � 0415IL' .2/11T13$ i2S.59 117RTNOEST:IN BILL N0tT4dCSTr4N BILL TEL£PHOhE TTLEP►W+sE )t+tS20-069•iS J1-tSM-129-31 E 0125/o t,7/:T/as S•.St NART44CSTci4 BELL T:L:erOONE '11.t320.1T4-33 C415Tj 04251. 2/.1/9i f2.2• NONTywEST:tN BELL T:LEP►+OME C1-4320-115-34 • �* .0425/" .2/C/145 ,2/'11�5 6o.ST 13.i� NOkTMArST:iN 8%L '1"Rt4dSST°i41 f7LEPwONr 01•4319-249+42 04251 �2/.T/!S 2^.-♦ 8rLL ynoT1WEST•Am '"L043hE '_L:oH04E 12•t320.5�9-91 j Ot2S7J /115 19.21 o*LL N".2T4-dEST?4N B;LL T% 'P-INE T3•4310-$69-92 T4•4320-590-93 • 942S1f:, .425/;, .Wits$ .2/.1Iy5 94*73 2.J0 4IPTN-1:ST.iN OTLL TCLtPk:)Nt Tt-i323-59;.91 j .' IACST.AN 8'LL 'EL:PM0)hE 1:-i323-S9C-n3 '14.25 • • •••-CKi ^il "+7 :41591 .2/)I/�) .1/Jifis 22�.�3 o=�A 7r �:tA �/1t•1/II :1-tltf•C39.12 i ilsv/ .2/ //'j .1.^S 1.55:rA 'A i_�A 1/1i•1/?/ vi•t141-3t0-13 �'aA t/t4.1/11 "1•t141-J59-1t V4 1/14-117TIs. - 71•t1i1-)69.1s r .41591 .?/.1/tis 1011,46 Or^A s 1/14•1/tT =R! 1/14-1/27 )1•4141-)99•1l 31-4141-111-51 :('s91 - 3•.S1 76t.2S arr.A a=,:A F:AA 1/16.1/2T 11-4141-11S-31 t: 4S2.5T P'c FRA t/1t•1/tT "i•ttil•12/-Si 116.14 s_A r1S/1 r!1:1/aS M.17 PEAR ='>'3 t/it•1/?T :1-414t-1?4-13 ^,1•4141-249-42 .41571 �tl lto 2100 Pri.A :4A t/1t-1/2T _41571 .2/3ltiI so" *EPA c_at 1/14-1/tl 71-4141-290.61 A �":1A 1/it Tc 9/27 '1/Ti 1/2T 41•4141-0s-00 T1-4141•51S•90 it -t2$41 alS7I :•/�1/!• ;/:►I�• S9.3C 1tS.bo a.a prgA �'1/14 T: •/1T " 12•ilti-it9•i1 ,41591 ..It Ito$ "ass P:AA �_4A 1/tt 1/2T �- 7S•iiti•S69.92 O 2•vS3.5S • _t. //: t; 1/2l l4-4i41-590.93 •.... • q1 •••-CKi • 04?%12 OttO)I .2/1'II15 .2/:l/aS 65.t2 S7^.�� Pi�Ei :.Alt`t eAcEi "�U:' eTS ACC:SS 71•tt32.2t9•t2 • GAL'I�NSJ"1 =0U2o PT; ACCF*3' 01-4232-249-42 666.t2 • • • �t.1N5..•ZITtl 0► ONO � C426/2 +.2/01/11 • • 04te12 02/07leg - 042615 d2107/e5 C4te2U 4t/�.IeS .42620 7/O7It 042621 ,.2/07/15 Q4262u .?/0 185 "41621 12/07its c42e21 042621 L2/;7/15 L42621 .2/r7Pei 342621 ,,I!:1115 C42621 J42621 041621 IN, 2621 041621 L41621 C42ST1 W26t4 •2/'./Ih5 • (s41624 e.42aIC 11/1, PIS C4231 .2/,. 095 U426s0 .t/_l/e! dW J420v') . 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K► 3 �`� e�1 All 4. 5. 6. 7. 8. 9. 0. 1. 2. 3. 4. 5. 6. 7. 8. 9. 0. nf Orin &+I orx ]E +e.,000 tvi S nt-db � I rnt o� ov 40 - //l esoawp MINUTES OF THE ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE l ATTENDANCE 7:30 PM The Orono Planning Commission met on the above date with the following members present: Chairperson Goetten, Rovegno, and Sime. Planning Commission members McDonald, Kelley, and Callahan were not present. Building & Zoning Administrator Mabusth, Assistant Zoning Administrator Gaffron, and Recorder. Sutton represented the City staff. Council Representative Frahm was also present. #853 DOUG KLINT 3545 IVY PLACE SUBDIVISION OF LOT LINE REARRANGEMENT 1876 RANDY ASPLUND 3424 EASTLAKE ST. VARIANCE EXTENDED PUBLIC HEARING 1883 GARY PRINTUP 1261 BRIAR STREET VARIANCE PUBLIC HEARING 7:35-7:36 PM Tom Bernier was present. Doug Klint arrived while the Planning Commission was making the motion to approve the application. Rovegno moved, Sime seconded, to recommend approval of the plat of a lot line rearrangement known as Cdsco Cove f inding the new building envelopes unrestricted and satisfying all standards of the I-R-1C Zoning District and all existing structures meet the required setbacks. Approval is subject to the condition that a drainage easement within Lot 3 be designated on plat prior to scheduling subdivision for Council action. Motion, Ayes (3), Nays (0). Rovegno moved, Sime seconded, to table the Asplund variance application until the applicant can be present. Motion, Ayes (3), Nays (0). At the end of the meeting, Randy Asplund sti 11 had not arrived at the meeting so Planninq Commission acted on the application. Rovegno moved, Sime seconded, to recommend denial of the variance applications of Randy Asplund for the fence and the concrete patios within 75' of the lakeshore based on the fact that the applicant has demonstrated no hardship for basis of approval of the variance. Motion, Ayes (3), Nays (0). Gary and Linda Printup were present. Assistant Zoning Administrator Gaff ron noted the certificate of mailing and the affidavit of publication. There was no one present in the audience for this public hearing. Chairperson Goetten closed the public hearing at 7:36 p.m. MINUTES OF THE ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE #883 GARY PRINTUP Assistant Zoning AdminiEtrator Gaffron explained that with the pending Crystal Bay Sewer Project underway, that it was staff's opinion that this variance not be approved unless the sewer project is approved. Gaffron noted that Printup does wi.=h to add bedrooms and a bathroom. Sime stated that he would not be able to approve this application until he was positive that the Crystal Bay Sewer Project is confirmed. Sime stated that the intent of the Counci 1 is that the tax payers pay half of the bi 11 for sewer installation into the Crystal Bay area and that this may not happen if the Senera1 tax payer may not want that extra bill. Gary Printup stated that he has a contractor that can do the work right away and when spring comes that contractor will be working on another project. Rovegno suggested directing st?`f not to present the application to Council until th e has been an affirmative determination that the Crystal Bay sewer Project will commence and so that the timing is such that the sewer construction would be concurrent with the proposed addition. Rovegno stated that. if the Crystal Bay Sewer Project doesn't get approval, then the Planning Commission's recommendation would be for denial. #884 RICHARD ELLER 2655 SHADYWOOD ROAD VARIANCE PUBLIC HEARING 7:43-8:30 PM Rovegno moved, Sime seconded, to recommend approval of this variance application conting•!nt upon the Crystal Bay Sewer Project becoming a reality; if such sewer project does not happen, then Planning Commission recommends denial of the application based on the inadequacy of the lot to support an adequate septic systew indefinitely. Motion, Ayes (3), Nays (0). Mr. and Mrs. Richard Eller were present. Zoning Administrator Mabusth noted the certificate of mailing and the affidavit of publication. Mabusth presented a petition that she had just received froma neighbor of Eller. Mabusth explained that Richard Eller seeks variances to the residential exterior storage section of the code. Mabusth stated that Eller seeks a variance to the size standard because he claims that at least two of his immediate neighbors have boats over 20 feet in length stored in their yards. Mabusth stated that a second variance to the exterior storage section is sought by the applicant claiming there is no other area on the property to store the boat because of the sloping topography. Chairperson Goetten read into the record the petition as follows that was signed by 33 of Eller's neighbors: MINUTES OF THE ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE 3 #884 RICHARD ELLER "We the undersigned owners of property in the Pheasant Lawn area hereby petition the City Council requesting that no variance or waiver be granted in our neighborhood which would allow storage of boat--xceeding 20 feet in length. We feel that those individu •ho can affct•d large boats can also afford to properly store them and need not depreciate their neighbors property values. Your favorable consideration of our request will be appreciated." The following neighbors and other Orono residents were present for this application: Karl & Sherri Johnson of 3393 Crystal Bay Road Aline Goland of 3345 Crystal Bay Road Dixie Weeks of 3329 Crystal Bay Road Jay Keiser of 3375 CRystal BAy Road Gregory Long of 3359 Crystal Bay Road Warren Paschke of 3349 Crystal Bay Rcad John Kust of 3355 Crystal Bay Road Lee Erger of 3265 Crystal Bay Road Bill Wolfe of 3255 Crystal Bay Road John Theobald of 4017 North Shore Drive Jimmie Holtz of 3380 Shoreline Drive John EricFon of 1620 Shadywood Road Alvin Nelson of 2445 Dunwoody Avenue Edward Stanke of 2660 Pheasant Road Jerry Wheeler of 3399 Crystal Bay Road Sandra George of 3399 Crystal Bay Road Dallas Messer of 2673 Pheasant Road Paul Pohle of 2789 Pheasant Road Dallas Messer of 2673 Pheasant Road asked that the Planning Commission not grant any variances to Eller for the storage of his over -sized boat. Messer stated that Eller's boat is an eyesoar to the neighborhood. Messer stated that Orono will start looking like Island Park in Mound if the City allows this. Messer explained that property values will depreciate and ref lect on the tax income to the City. Messer stated that he is not taking exception to only Eller's boat, but is opposed to all over -sized boats that are stored on residential properties. Messer noted that these residents with large boats should be able to afford the storage cost if they can afford such a large boat in the first place. Alvin Nelson of 2445 Dunwoody Avenue confessed that he has an over -sized boat in his yard, but that his neighbors don't complain and that it isn't an eyesore to the neighborhood. Nelson stated that if the boat doesn't bother the neighbors that the boat should be left alone. Nelson asked if this was a public hearing for all of Orono regarding the changing of the boat storage ordinance. Chairperson Goetten stated that this was just a public hearing for Eller's variance application, but that any input other Orono residents might have «uuld be helpful. Goet.ten noted that the City is going to have to address all of Orono eventually but that Eller's application is the one to be addressed at this time. MINUTES OF T11F.: ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE 4 #884 RICHARD ELLER Edward Stanke of 2660 Pheasant Road explained that is the property owner most affected by the Eller's boat as his property abutts the Eller property. Stanke stated that his home is for sale and that the boat n( -t door depreciates -the value of his home. Paul Pohle of 2789 Pheasant Road explained that he lives on the very end of Pheasant Road and has to drive down th- wh-le road. Pohle stated that the first thing he sees is the eyesore, large boat. stored on Eller's pr_rerty during the winter and in the summer he sees high grass on Eller's prop_�rty. John Ericson of 1620 Sha6ywood Ruad asked that the ordinance regarding boat storage be read to the public. Zc-,ing Adminis-rator Mabusth read Section 10.60, Sut)6ivisicn 13 of , he Municipal Code regarding the storage of boats. John Ericson of 1620 Shadywood Road confessed that he too has a boat over 20' stored on his property, but that his neighbors don't complain. Ericson noted that the ordinance is impossible to enforce within the City of Orono because of all the boats. Ericson noted that people like to work on their boats during the spring weather and if the boats are stored at another location they cannot work on them. Jerry wheeler of 3399 Crystal Bay Road noted that he has a sin- ar boat storage problem in his neighborhood. Wheeler quc:ed Section 10.06, Subd 3(B) 1 (16) of the zoning code in which it states that granting a variance of this sort being requested cal. only be granted "when it is demonstrated that such action will be in the keeping of the spirit and intent of the zoning chapter". Wheeler explained the reason for the zoning ordinances is to keep the City clean and keep the property values high. Wheeler stated if there is a complaint and if an over -sized boat violates the spirit and intent of the law, then that person should move the boat, or if that person is unable to move the boat, then that person should invest money into a storage of an off -site storage location. Wheeler noted that zoning laws can be enforced unequally and that this i s why there are variance procedures. Wheeler stated that if the over -sized boat can be stored to the rear of the property or screened properly then it shouldn't be a violation of the ordinance. Wheeler noted that the ordinance need not be changed, but that staff could respond only to complaints. "loin Nelson of 2445 Dunwoody Avenue stated that it should be taken on an individual basis. Nelson stated that all residents shouldn't have to store their boats just hecause some neighbors can't get along. Nelson noted that his neighbor has no objections to his boat. Nelson explained that boats are only on the land during the winter and the snow covers most boats so that the boats are inconspicuous. MINUTES OF THE ORONO PLANNING %-UMMISSION MEETING OF JANUARY 21, 1985 PAGE 5 1884 RICHARD ELLER Paul Pohle of 2789 Pheasant Road explained that if the ordinance does read "spirit and intent" that it leaves the City open to enforce the ordinance against only those who violation the "spirit and intent" of the ordinance, upon complaint. Bill Wolfe of 3255 Crystal Bay Road asked how long this law has been effect. Wolfe noted that he has lived here for 19 years and has had a boat stored on his property. Wolfe stated that to take just a 20' boat and not to say that a 19' boat is not an eyesore is incorrect. Zoning Administrator Mabusth stated that this ordinance has been in effect since 1967. Rovegno asked the Pheasant Lawn neighbors if the situation involved a 1.9' boat placed in the same location, if the neighbors would feel the same. Mr. Messer, Mr. Pohle, and Mr. Stanke stated that they would still feel that the boat was still an evesore. Lee Erger of 3265 Crystal Bay Road noted that he thought the City was going to address the problem on Crystal Bay Road. Erger stated that in the Crystal Bay Road neighborhood the lots are smaller. Erger stated that he has a 19' boat and has room for storage of his boat. Erger asked what happens to those people who because of the topography of their land do not have room to store their boats. Jerry Wheeler of 3399 Crystal Bay Road stated that the topography should not be an issue if the spirit and intent of the law has been violated. Wheeler noted that any sized boats can be stored at Howard's Point Marina for $100 during the winter. One man noted that there probably isn't enough commercial property around the immediate area to store all the over- sized boats for $100 during the winter. Chairperson Goetten closed the public hearing at fi:30 p.m. and the Planning Commission continued to discuss the matter. Goetten noted for the record that Planning Commission member McDonald wanted her positi, n on the boat storage matter read if she could not attend. Goetten stated McDondld's position is: "Gloria feels that people should not store boats in their own yards and that they should find other places to store their boats. She feels that it is an infringement on people's rights to allow the storage of boats on the owner's property." MINUTES OF Tilt: ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE. 6 #884 RICHARD ELLER Sime explained that the Planning Commission is in receipt of a peti ti.on asking that the ordinance be enforced and that the City should ask Eller to relocate his boat or else change the ordinance. Sime stated that wheeler has been treated unfairly for the past two years on this same issue. Sime noted that there are many boats in Orono which are in violation of the ordinance, but are screened properly. Sime stated that when the boats become an eyesore and neighbors complain, then the City should enforce the ordinance. Sime noted that if someone can afford a boat that size, then they should be able to afford a place to store the boat. Rovegno stated that according to the ordinance you may have a boat over 20' if fully screened or within a building. Rovegno asked the neighbors if they would be satis.ifed if the boat was moved down the slope. Richard Eller of 2655 Shadywood Road stated that his boat has been there for two winters now and the neighbors didn't complain before. Eller noted that he might not be able to move the boat, because it will probably be frozen or stuck. Eller stated that he would be willing to relocate his boat if it wasn't a great expense. Eller noted that the boat will not be there next year. Sime felt that the neighbors should work out a solution to the problem rather than the City interfering. Sime stated that in view of the ordinance and the petition, he would recommend that Eller move the boat. Rovegno stated that he would have a hard time telling Eller to move his boat. Rovegno stated that he views boat storage as an accessory use of a residential use. Rovegno asked the Pheasant Lawn neighbors if one of them would be willing to let Eller store his boat on their lot. D. Messer of 2673 Pheasant Road stated that he would check with one neighbor to see if that neighbor would be willing to store Eller's boat in his woody lot and let the City know. Sime moved, Rovegno seconded, to table the Eller variance application until the next Planning Commission meeting of February 19, 1985, to give the neighbors an opportunity to work out the boat storage problem. Motion, Ayes (3), Nays (0). Rovegno moved, Sime seconded, to ask staf f to draf t something to clarify the storage ordinance and schedule such information for their next Planning Commission meeting. Staff to investigate as to how other surrounding Cities deal with the boat storage and obtain their ordinances. Motion, Ayes (3), Nays (0). MINUTES OF THE ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE 7 #886 RICHARD RAGATZ 1945 CONCORDIA STREET VARIANCE PUBLIC HEARING 9:00-10:03 PM Richard Zoning mailing present Ragatz and David Kirscht were present. Assistant Administrator Gaffron noted the certificate of and the affidavit of publication. There was no one from the audience for this application. David Kirscht presented a slide show of the subject property. Rovegno asked Ragatz if he had removed any trees within the 0- 75' setback zone of the lakeshore. Richard Ragatz stated that he removed several dead elm trees within that lakeshore area. Assistant Zoning Administrator Gaffron explained that the City is currently reviewing the Krutzig variance application for a deck addition. Gaffron noted that Krutzig has come up with innovative ideas to eliminate hardcover under decks that the City is considering. Gaffron stated that the City Engineer has not yet responded to this new hardcover method and that the City has taken no formal action on the application yet. Richard Ragatz noted that the neighbors do not want the deck off the side of the home because it would be in their bedroom window. Ragatz explained that he has submitted letters from the neighbors giving thei r approval of his variance request. Ragatz stated that he removed some existing cement and sidewalks and would be adding spaced, wooden decking which shouldn't be considered hardcover because it has spaces that the water can seep through. Ragatz stated that the house was built. in 1922 before the City had setback regulations. Ragatz claimed narrow side yards as a hardship noting that placing the deck elsewhere would be too close a proximity to the neighbors. Sime felt that the outcome of the Krutzig application is essential in deciding this applicaiton. Sime noted that the City may be on the course of redefining their standards for decking as hardcover; if not, then this application would likely be denied under the current zoning regulations on hardcover. Sime suggested tabling the application until Council decides on the Krutzig application. Richard Ragatz stated that he has the contractor ready to do the work now and if he waits that the contractor': price will go up since contractors are in demand in the spring. MINUTES OF THE ORONO PLANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE 8 #886 RAGATZ (CONT) David Kirscht noted that the deck would not be a visual intrusion from the neighboring properties or from the lake. Kirscht noted that one of the neighboring decks extends farther towards the lake than the one Ragatz is proposing. Rovegno told the Planning Commission that even if they solved the hardcover problem with a new innovative method, the C ity would still have to deal with the deck as a structure encroaching into the 0-75' lakeshore setback zone. Rovegno noted that one could argue that there is a non -encroachment if the hardcover is solved. Councilmember Frahm stated that in prior applications, the City never got past the hardcover prof lem to even address the encroachment issue. Frahm stated that his main problems with decking within the 0-75' setback zone was hardcover and impeding the neighbors views. Rovegno moved, Sime seconded, to approve the Ragatz variance application based on the following findings: 1. Deck appears that it could be constructed without creating any hardcover subject to the findings of Council and staff on the Krutzig application. 2. Construction of the deck would not create pro: _::: - ..th the view of the abutting property owners (staf 7 Zk to see if railing will interfere). 3. Deck extends only as far towards the lake as the property next door's house. 4. Mature box elder trees on the southern side of the property makes the placement of the deck impossible along the side of the property and also would be against the neighbors wishes to have the deck placed on the southern side. Neighbors to the southern side of the property do notmeet the current setback standards. 5. Applicant has removed concrete (between 100-250 sf) within 28' of the lakeshore. Approval subject to the following conditions: 1. Application approved only if a positive finding is made by the Council to consider decking as non -hardcover. 2. Deck may never be enclosed. Motion, Ayes (3), Nays (0). MINUTES OF THE ORONO PIANNING COMMISSION MEETING OF JANUARY 21, 1985 PAGE 9 i887 FRED WINSTON 765 SPRING HILL RD VARIANCE PUBLIC HEARING 10:05-10:10 PM Frederick Winston and contractor, Gary Ebert, were present. Assistant Zoning Administrator Gaffron noted the affidavit of publication and the ce--tificate of ii,ailing. There was no one present from the public for this application. Assistant Zoning Administrator Gaffron noted that the applicant wishes to construct a 30 x 64' machine shop for storage. Gaffron noted that he needs a variance because this building would exceed the 1,000 sf ordinance. Sime noted that the property has enough acreage to accommodate and properly screen such a building. Rovegno noted that a future owner may want to use this building as a barn, and that the applicant may wish to relocate the structure so it will meet the 150' barn setback standard. Contractor, Gary Ebert, noted that the f lcor wi 11 be concrete so if a future owner tried to convert the building to a barn it would he very expensive. Sime moved, Rovegno seconded, to approve a variance for Frederick Winston subject to the following conditions: 1. No plumbing may be installed in the building. 2. This building may never be used as a second dwelling unit. 3. The building may not be used as a barn or stable. 4. Building is restricted to private residential storage only. Motion, Ayes (3), Nays (0). #885 ERNEST LEMMERMAN 1297 WILDHURST TRAIL SKETCC PLAN REVIEW Mr. and Mrs. Ernest Lemmerman were present. Assistant Zoning Administrator Gaffron noted that Lemmerman wishes to realign some lot lines which would make substandard lots less substandard. The general concensus of the Planning Commission was that his idea would be feasible. APPROVAL OF NINU,.S Sime moved, Rovegno seconded, to approve the November 19, 1964, Planning Commission minutes. Motion, Ayes (3), Nays (0). MINU'1'I.S Or' THE 0110140 PLANNING COMMISSION MEETING OP JANUARY 21, 1985 PAGE' 10 P.C. REPRESENTATIVE TO ATTEND COUNCII. MEETING Goetten volunteered to attend the Council meeting of February 11, 1985. DISCUSSION ABOUT COUNCIL'S ROTATION POLICY Sime noted that he was opposed to Council's decision regarding the rotation policy of the Planning Commission members. Sime stated that. such a policy would force the more experienced and more knowledgeable members of the Planning Commission off the commission. ADJOURNMENT10:30 Rovegno moved, Sime seconded, to adjourn the regular Planning Commission meeting at 10:30 p.m. Motion, Ayes (3), Nays (0). HERBST & THUE. LTD. ATTORNEYS AT LAW YucIO 4UHIRwESTEHN i•ISVA`GIAL CLNILit • 7000 XERXES AVENUE SUUIH 7!LlPllrivF ADRtAN E. IIZHIS%i BLOOMINGTON, MINNESOTA S 543i-117ti (tits?) 835-a4:I4 1]ANIZI. D. Taut (JARY N. MATZ F. GI»s Tom u TOSd Tuuws DFebruary`�, VicKi L. I3^iLK•' 1985 FFTn Y of oOrsoj" TO: Municipal Ofticials RE: Seminar - "The Cable Communications Policy Act of 1984" On December 29, 1984, a new era in the local regulation of cable television began as The cable Communications Policy Act (;f 1984 became effective. This Act will significantly affect the authority of local governments to regulate cable television systems and many traditional forms of regulation have been or soon will he eliminated. ThA law firm of Herbst & Thue, Ltd., is sponsoring a half -day seminar on Friday, March 8, 1985, tn acquaint local officials and city attorneys with the Act. The seminar will cover in depth the authority of cities under the Act in areas s11ch as rate regula- tion, franchise fees, franchise renewals, franchise modifications and access requirements. The seminar has been specifically develop- ed for elected officials, city staff, cable committees and municipal attorneys. We hope that you will he able to attend this seminar on Friday, March 8, 1985, at the Radisson South Hotel in Bloomington, Minnesota. The registration form provided should be returned to us by March 1, 1985. Enclosed with this letter you will find the seminar schedule. HERBST' & THUE, LTD. Enrlosures "THE: CABLE COMMUNICATIONS POLICY ACT OF 1984" Friday, March 8, 1985 Radisson South Hotel, Bloomington, Minnesota (Highway 494 at Highway 100) 1:00 - 1:30 A LEGISLATIVE' HISTORY Adrian Herbst, Attorney at Law Herbst & Thue, Ltd. James Erickson, Attorney at Law Larkin, Hoffman, Daly & Lindgren 1:30 - 2:00 GENERAL FRANCHISING AUTHORITY John Gibbs, Attorney at Law Herbst & Thue, Ltd. 2:00 - 2:30 RATE: REGULATION AND FRANCHISE', FEES Gary Matz, Attorney at Law Herbst & Thue, Ltd. 3:00 - 3:30 FRANCHISE MODIFICATIONS John Gibbs, Attorney at Law Herbst & Thue, Ltd. 3:30 - 4:00 FRANCHISE RENEWALS Gary Matz, Attorney at Law Herbst & Thue, Ltd. 4:00 - 5:00 FUTURE REGULATION OF CABLE TELEVISION Adrian Herbst, Attorney at Law Herbst & Thue, Ltd. Wayne Popham, Attorney at Law Popham, Haik, Schnobrich, Kaufman & Doty, Ltd. 2 : 3 0 - 3:00 W.D. Donaldson, Executive Director GENERAL DISCUSSION AND BREAK Minnesota Cable Comminications Bd. 5:00 RECEPTION/COMPLIMENTARY BAR --------------------------------------------------------------------------- REGISTRATION FORM Yes, I will attend. ;-ment of is enclosed ($25.00 per person; after March 1, $35.00 per person) No, I cannot attend but would like to purchase the seminar material. Payment of $25.00 is enclosed. NAME ADDRESS ( I CITY STATE ZIP TELEPHONE RETURN TO: Herbst & Thue, Ltd. 2030 Northwestern Financial Center 7900 Xerxes Avenue South Bloomington, Minnesota 55431 W. D. (Chris) Donaldson is the Executive Director of the Minnesota Cable Communications Board, an agency that guides the development of cable communications in the state and establishes public policies concerning franchising and public service appli- cation of cable and related public telecommunications technology. Prior to his 1978 appointment, he had spent 32 years in radio and television management, operations and programming. James C. Erickson is a partner in the law firm of Larkin, Hoffman, Daly & Lindgren and is Chairman of the Administrative law department of that firm. He has been practicing law for 16 years, specializing in the arEa of administrative and telecom- munications law. From 1970 - 72 he served as Special Assistant Attorney General. He presently is a member of the ABA Forum Committee on Communications Law. Mr. Erickson is legal counsel for the Minnesota Cable Communications Association and a number of cable companies. John F. Gibbs is an Associate in the law firm of fierbst & Thue, Ltd. Mr. Gibbs has been representing municipalities in cable television matters since 1980. He currently serves as Chairman of the Cable Commission in Bloomington, Minnesota. He also serves as Treasurer and member of the Board of Directors of the National Association of Telecommunications Officers and Advisors. He is currently a member of the ABA Forum Committee on Communications Law. Adrian E. Herbst is President and owner of Herbst & Thue, Ltd., a law firm in Bloomington, Minnesota, engaged in practicing pri- marily in municipal and governmental law. Mr. Herbst has repre- sented municipalities in cable television matters for 15 years. He has served on numerous committees relating to cable television, e.g., Chairman of the Metropolitan Council Telecommunications Task Force and committee member of the Minnesota Telecommunications Council. Mr. Herbst is Past President of the Minnesota Trial Lawyers Association and Past Vice President of the League of Minnesota Cities. Mr. Herbst is considered a leading authority in the field of cable communications law. Gary R. Matz is an Associate in the law firm of Herbst & Thue, Ltd. Mr. Matz has been representing municipalities in cable television matters since 1981. Prior to entering private legal practice he served as a staff member for the Minnesota Cable Communications Board. WaX�ne��Porpham is a Senior Partner in the law firm of Popham, Haik, Sc�brich, Kaufman & Doty, Ltd. He currently is legal counsel for Rogers Cablesystems and Continental Cablevision. Mr. Popham _ is a former member of the Minnesota Senate (1963-72) and has been practicing law in the areas of litigation and administrative law for 27 years. He is a member of the Insurance (Fidelity and Surety Committee), Litigation and Antitrust sections of the ABA. 473-7033 L.M.C.D. MEETING SCHEDULE February 1985 i� FEB _ 5 t CITY OF ORONO Thursday 2- 7-85 LMCD Annual Dinner 6:15/7:30 p.m., Lord Fletcher's of the Lake, Spring Park Saturday 2- 9-85 Water Structures & Environment Committee 7:30 a.m., J. J. Hill's Ironhorse Inn, Wayzata Wednesday 2-13-85 Public Hearings: New Dock Licenses 7 p.m., Tonka Bay Village Hall 4901 Manitou Road (County Road 19) Minnetonka Yacht Club Schmitt's Marina Surfside, Inc. Monday 2-18-85 Saturdav 2-23-85 Wednesday 2-27-85 2-4-85 Lake Use Committee 4:30 p.m., LMCD Office, Wayzata Executive Committee 7:30 a.m., Park Bench Eatery, Spring Park Regular Meeting, Board of Directors 7:30 p.m., Tonka Bay Village Hall 4901 Manitou Road (County Road 19) rt8 111285 MINUTES OF THE MEETING OF THE SCHOOL BOARD 3 9 OF ORONO INDEPENDENT SCHOOL DISTRICT NO. 278 HELD ON MONDAY, JANUARY 14, 1985 CITY OF ff-(; The regular meeting of the School Board of Independent School District #f278 was held on Monday, January 14, 1985. Present: Dave McKown James Franklin James Seiter Don Anderson William Levering William Fenholt Kitty Crosby Reuben Palm UPON MOTION by Kitty Crosby, seconded by Jim Franklin, the minutes of the December 10, 1984 regular meeting were approved as amended as follows on page 4, paragraph 4, the addition of the following sentence: "In answer to Reuben Palm's question regarding payment of rent, Ms. Smith stated that to her knowledge Dow -Sat does not pay rent in the Minnetonka area or elsewh;i e. Reuben Palm mentioned the letter from Karen Schleisman regarding homework which was sent directly to Board members. This item will be placed on the agenda for the January 28 Board meeting. A letter will be sent from administration acknowledging receipt of her letter. Reuben Palm asked for direction from the Board regarding issues that arise at AMSD meetings. AMSD agendas will be forwarded to Board members for information; therefore, if a Board member has a co,went or question it can be discussed at a Board meeting. Dr. Jack Zimmer and Dr. Gary Mohrenweiser, EMS/McGraw-Hill, presented the study of the Orono School District's enrollment, program, facilities and administra- tive organization as directed by Board action in February of 1984. Copies of this study are available in the District iffice. Dr. Zimmer and Dr. Mohrenweiser will be present at the January 28 Board meeting to answer any questions the Board might have regarding this study. Jim Seiter informed the Board that administration has been looking into the com- parable worth legislation that has been mandated for Minnesota public employees. Mr. Seiter stated that Bill Fenholt has attended some meetings regarding this issue and is registered for a workshop in February which should provide more detail as to how the District should proceed in this area. The following information was received by the Board from Or. Winter regarding mid -year report on 7th and 8th grade athletic participation. Report given to Orono School Board - January 14, 1985 I. Girls' tennis - Tim Moynihan None were invited and none asked to participate. II. Cross Country - Dennis lebakken During the 1984 cross country season, a total of four 7th and 8th graders participated on the Orono Cross Country Teim: Two 8th grade girls and one 8th grade boy and one 7th grade boy. All four stayed out for the entire season. The four young runners competed in Jr. High and Jr. Varsity meets, with none of them participating at the Varsity level. The two 8th grade girls were talented enough to have run on the Varsity, but chose to compete at a lower level. I would judge this first year of 7th and 8th grade participation in cross country to be a success, while I think it is possible that participation may increase sot,,ewhat at this level, I don't forsee ever having a large turnout of 7th and 8th graders. The major advantage, as I see it, is that now a 7th or 8th grader who wishes to run competitively in a cross country program is able to do so, where before they were not. III. Gymnastics - Connie Priesz None were invited and none asked to participate. IV. Wrestling - Gregg Eldrud The 7th and 8th graders currently practice at the Middle School. At times Coach Dave Sohn has brought the C squad wrestlers over to the High School to observe and wrestle with the older kids. I have let a couple of the 8th graders wrestle on the J.V. team. Both of these wrestlers have done quite well. We seem to be having trouble scheduling C squad meets the same night as the Varsity meets due to the small size and inexperience of the C squad. 1 feel that the participation that we have had by the 7th and 8th graders has worked well. It seems to have increased the enthusiasm towards the sport of wrestling for many of the C squad participants. Currently there are 12 eighth graders wrestling on the "C" squad. No 7th graders. UPON MOTION by Bill Levering, seconded by Don Anderson, the elementary parent conferences will be changed from Monday, Tuesday, Wednesday, March 4-6 to Wednesday, Thursday, Friday, March 6-8. The Teacher's Meet and Confer meeting was set for February 13, 1985 at 4:00 p.m. in the Board Room. UPON MOTION by Bill Levering, seconded by Kitty Crosby, approval was granted for the following high school curriculum changes for 1985-86. Approved by the Orono School Board - January 14, 1985 1. Art A. Add: Drawing (a n•W semester course) 2. Business Education a. Drop: Shorthand (continued low enrollment) 3. Foreign Language a. Drop: German for Trawlers (continued low enrollment and needs b. met b Add: Spanish it - Advanced Placement German I) 4. Mathematics a. Add: Calculus (a new year long course to meet the needs of the b. accelerated gifted and talented students) Add: Int►?oduction to Computer (a new semester course) S. Social Studies a. Revision of loth grade American History to complete two year updating of 9th and loth grade social studies. b. Require all 12th graders to take a semester of Contemporary Issues. (a full year of social studies is currently required of all 12th graders, both semesters are elective. This change world still require a full year but only one semester would be elective) Bill Fenholt provided follow-up information regarding school taxes and the budget. Mr. Fenholt states: that the final mill rate is 53.537, down 1.278 mills from the 1984 mill rate of 54.815. Budget reductions are being reviewed at this time and these will probably be accomplished through staff reductions due to declining enrollment. UPON MOTION by Bill Levering, seconded by Kitty Crosby, the Board granted appro- val for the special education remodeling, insulation of the west wall at the high school and the hiring of Matson, Wegleitner b Abendroth as architects for these projects. Bill Fenholt explained that administration, at the request of a Board member, is investigating the possibility of using an outside management firm for the opera- tion of the food service program. Mr. Fenholt stated that this will not change the District's personnel cr program, it would only change the management of the program. Information will be provided on progress in this area. There was discussion regarding the Maple Plain development plan for tax incre- ment financing. The consensus of the Board was that administration send a letter to the city of Maple Plain in support of the city's development plan for tax increment financing. Bill Fenholt informed the Board that the O.E.A. had requested information for use in negotiation: and that administration is in the process of providing this data. Discussion ensued regarding audit firm cost comparisons and bidding. A survey of several schools in the area was done by the administration and presented to the Board. The consensus of the Board was that the District should remain with their present firm of Froehling, Anderson, Plowman and Egnell, Ltd. UPON MOTION by Bill Levering, seconded by Reuben Palm, the request for a mater- nity disability and child care leave submitted by Peg Betsch was approved, to commence at the direction of her physician for the remainder of the 1984-85 school year. Kent Winter informed the Board of the intention to open high school classes that are below maximum enrollment to adults over 21 years of age in the District. There would be no fee and classes could be taken either for credit or without credit. Dr. Winter stated that he has discussed this with his advisory council, department heads and faculty and they are very positive about implementing this. The Board felt this program would be beneficial and exciting for the District. UPON MOTION by Jim Franklin, seconded by Don Anderson, the bills as covered by vouchers 046337 through 046421 and 045700 through 045897 were approved as presented. UPON MOTION by Bill Levering, seconded by Jim Franklin, the Treasurer's P.eports for October and November, 1984, were approved as presented. 9 UPON MOTION by Bill levering, adjourned. Approved: 1 Dave McKown, Chairman seconded by Kitty Crosby, the meeting was INI1F1•ICNINiH'1' Sl'111N11. 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Ilse ro all"It r wonln to grt 1stg. tla•r with Iv.tra ikon,. ievnl r.mrfM s1, %oaf go over Ilse cuts. rads.Irst tI rvillnn1wit. SIrv,-r,eM llol+l Ise i% planning It- 11.•Iv' Ivnr•: set Ile kl:orrh It It west pry!. (:UHRN'UI.U_M_ l'OMMITI'F.R i"conrt wawa, Civets by Itatktwell. VIi. ics, riven Iw. Rlrvr•rrarvc a •••Ipy of a %anaplr rawrlf ull.m olltirh for will ohw•,rv, with adnlni,Iralom. Tar Currirultim Cocnn+ill•r wail ion Ye tin• rlr',l reading .)( If"- rurrn•Idllm prrliry w11i is will In- "'Inle.l to tan• It1:R ronlmillre rvpawt. Cohlinrh noted Ihnl Ilserr will Ise Ilsree ri•trbng% in, Ili,. llnikrwell noted llal Jr will la• Ron— for liar Jan. 79 %I.wly ••r%Inn. GuhHr%rh watt very pleated will: Ile 1905 Lry(i%intive Relvirt fr.nn AMSII whirl Ilse .sop erinlefulrnl gave earls txpsrd uvenat Y•r Ile %aid it is osse of the finest reports he ha, rrti.l In Ili% wren :rnl it I, very infrwmalivr. Ile recontmrrrb Ilan all Instant Metallic- r••In• st. SUPI:H1l/7r.N111!N7' Rr.MUNT - for. Rlrvrli.r%s pn«ed coast n rae.q.rpMci teller Inn Ise. �iw�iir, /ZIIIICInr Ihrerlor, in re/inrtl, to If— .1. 16cm ,almost lisp rlrulirnl o'+e policy Ilan wan insnatvl L� Ilse Incor•1. molest [hot it," will in. laving Ina-ir rimt prr,enlnii(w1 not viobrirar,o. t;ogrlir,rls ,nid Ilan floor bmard podiry iv mare rgdiril (fan Ili•. 1Lnow two Ise it January IN alw(IY %enicm urns. SleVellnon aryslnlyd life hoard *n Ilse bane of "'O""Ce ro """ nfferrd Ise. nor twirls ,rinnd %tiadrol%. Ile sans coal. Thoma, in finding it I'sold to final of profc•,vtr final will •Irive to Unionist. St, alum:., w11I Isave ,Iwr %infr Iearlsngf sit is ha-ali on in ('Lanka hale fall. North Ilennrpm i% willing Ill %tart upin. I4ilh annul, rrndd tin it In Ilse full. Ind not thin nsmlh. Arme'a1t *%kcal flow Ilse %tialen1% will regi,ter hw, Ill, ro,sre f.v fell if thev are regi=tel'ing flow* N won fell Ilmt %enior, will .rest In know nlo•ad of limn if IMar rtpw%ra are Cuing to Ise Iffererl tilt, hail. sum( rrrl*inty Frfore achot in out, Sleveontm anMl (fat color prefro-ener would Ise• to go will. Ct. '111. srnp,. We w.tn't know .nail I/r. Neicro twi/ign thin insr to the al. hump, tnpnYt In I'etwlInrit. OTIII:k RIKPORIS 11,01—ell r,,porlr•1 sees if., MIISI► Lrgi••Intivt- dtlmer alMtttq! .IN• nllt-u,lrel %Ills lit. Slevrowm roll I)r—alfN•e' 11. 14141. SIN• wld their It -go $:if,N-. are lulkin)! Mve.ttl 1.) In♦ ruls.4 (.htfliflg III, 1rll-111m (Inul hv,sl to .Inge Irvel), ±.) IIN• 1:avrromr wnnl• to estmir"I rxhsrselitn Perot l.) liters, t% :.err —tire for clnit- work, 1—tiltg. Site void Iht .Ire I, it ruent1wr of IIN• AMSD la,k four whiels hill .Itn1v r,,roimoru,4rto.nt. of IIN• Mil. Itsi,rum— Ptirlst—h 1, grvmp on re%miclure il, Min1N•wdre—INxd".. tbrt.lrnrti trkrel of AMSII I. gmirg Is,, I+dt- so fNLIIPNI toll IIN• IlnYrnNe, '� vle•apalnl ton tgee•el tlt•vr•IIw N. %:kill th:ll tter lran.11„r fillet". .Id.• or the i.CIN• is,,% not tN`rll ioarrs Rra v.•t. Sle-vrll.nn void limit <Ints, biting w•II prtrlr:drlw µ,.. Il.l% user. t:n11111--il -Wild Ilurt .rim -A tNs: n-e!. .1"e.d,l r[prr.e Ill.— frrlw; ,n llf hASllRlal'S l"hrltN•rp mesvr,l ant Mn,e•r .rrnn,lt•d III,• mnliar to nlgN•nvr• tIN• It 1.1.01,11 , lirrrul fitraw-inl ,kN nnN•ul. Perot '(rim .ur.•r'. IftlN,rl • t,< 1n11r• I set agrN.4, if,ns 13. Will. no .lie:rin'.i.m. it roll cr,Il write- ri• trllr,l to to onnmorstret npprnvnt, will. Mr. Pilvrh at•.Intting. t'ATIIY IIAII.I:Y la"I Vlrit•k pretvnlnl re pinger fo ('ails% Ik,ilry for tier fees#• or —or NI:CI►1)NITION of I. chokhog w•tior rllfirn. IM relief a Idler of tr0000rt-n.4.Urm from the lilnurld Paters, cloier Peeling si,. nestlevt (roes'& n.-ti.ttl. Ulris,k now wmrtixl to rr-q.ni Er• n vnitw -1lim-ts, Noruvl Itrnwn, also nl<o aeci t(•rt 14 rl"W11r0 virlinl while 0111tc Ittldev wes•. b,e'v r•.eoitl!' IIN' eel tier .,-rotor. IMOUNIJ. 4'ItrIP-11, na,vrd and 1611w•h rrtm,k-d IIN` lontilnl ire o(grrow. tin. I It A HISM MIONS 1'.•noourel lr,llt%a'tioa. it, .li#lrtl Ire :Ig,•INI•t Item ts.r ('INtfN•r.! %nid Ilrsl ('I n%r nod W'riMlvh will tee Iru1cn11N•r,•.t :,. brag .turl.ling mrndrern of Ili clnff. A reel! roll yr-lr rr'.ulltvl in a surnreimuuc npprovnl of Il.i< motion. 4;oldinrtt rr•mriift—d along a (",.Itive e-weng it ant: wI,rn the 101r1 l 1,7N'In•r•. were INxmr•••1 set gr,.lunli.n InA Ire lmlrel that Ire re—nnunen,h il.t- .suer (srt—Islet•. iq.:Im iht, III.SCONIINUANCE/ Chribrrg nlnved send Pit —It wet•ontk•d list- wail.. ,a h('rin IIN• ley!al 17UNTAII.MENI' pr,N•rc. for It., Ise-,ible di.,venliericanr.• •,mil rite lailuN•nl of (N••gpauo•• It-RO(MAM.y send psrmiligt. for low 19 i Nli %rINN,I Y,•Jlr. %(her II roar ,11.•'Ir,tVfNl, miSrllims Ilrc hrartt i innim etrAv, +gq•rov,•11 this motion. FOR IqM 86 1SX4 e5 Clochlleerg moved Ind 1'll•r11 wcasorg I file- l.i•)tlesrl to aplo-ovv lite REYI.SEII Iful)(WI' reviw•t 1984 85 li,ak.cl :I. .intM in ngemin steers •7. Itnnnlr•nburK espinincd Ihr rrvKr,l muul,rr. mol %rid tlsi. ogNtll.•. Ilse• lsurig:4-1 nrlrr five onion v.nlrarf. lesser lit -a vHlh•tl. 11", atwhi-w, rr.plin• ll. In .1Nsw nrlolnl figure•. litai New- IN•no nppraved low IIN• w-1-1 Ivn.r,f. After other minim •it,.ro­wros. tt n.11 vnll vnir wit. tul.,"or will. Ifnefele, ..fed Ilrellawt-11 M"In iuuq:.:.... I .If allN•r lot-n.lor— vn1111.. A Yr. IgNI 85I:UNIT ('h,RN•rg ntnvnl :Nil 1'il-11 w•r. m, k•d II,.` n..ti,"r In 1414wovr•1 If'.. "I ItANSFERS 19NI MS Fund Trmnf(•n n•c h.lyd al torrid-, li,•a. /8r. Iwill. ton di—im,inn. n mill -tell wtr •vn:: Inken whivi, .,-uhnl no menuonngn olefernvnl of IIN• Pent i•ve. I(1:1'I. Ill N111iM I.I.vI 11N41w41, t,.ove,t Pen! Mawt-r w•.vNtk•(1 11»• N.t,titm Ilonl Ilse -•,INN,. doled+ ventrNI nAtmnrQrnImN Is, prepare does somY.lt n,Nl n,..A•• ,N's,ev<nrs nrrmtgcmrrlls for a rt•fem,"kna v,11r In M INd•1 IN•Nx' Its I)t•t,*orr In, INNS, which if pity ,1, will nulllrxirr the turned In lovv ntkfilitlnnl fuo,l. for IIN` 1941; 87 6wiget year. Kolrltr aNrd whet Ili neli.n b:v1 I" I- l:lArd• 11 wa. mde,l th1"I then t< sees r,mhluq• it. lints Ilvil world allow »dmini<I ratan to M•Rln wor&Nrg son if.. psar,e . 'llt••rr wn< noN•h rh.c.—inn on tire renews for it., arti.m. Wow IN.nrd not -nit— war.` npprnlN•nstive slant tlsr Itml,011 n( It re t t Mr*rr Msp•rlrrl In 1h, %,•rvhrq. of It- r—relnl Nw, relief nmvrd is,at—istl he..l 1'tw•h w-on.k•d 11rr mnNtm 0% (nllnw.: 'N17101.YF.0 THAT 'riw 1C11(N►1. ROARD I►OFS III•'.KKNY INNF.tT CENTRAL AIIMINgrf-RATORS ll) 1'NFPAKP. NI:t:IMANY IXX'U'MKNTI Atli) MAKE O'rl1ER RECOMMF:NIMTK►NS TO 'rllp. SCHOOL NOANO FOR A t'(L�91it.E—�titYE Itli�'vc K It1�jF:till PRIOR -ru OtTOUKK 10,-1leS...v Alter fwtlwr ,l.vyw<Nn, I LrRN•ry� ettllr•ol ttir clo"Ifon rm flee molicer to nn-ml ;he rr<a1.stron. ,No ra'I roll vole Rit,•hrr voted NO, anti all offers, members vntrd AI I M,•l inn to rimester le,~%. Slaver rolled II,e (ptrvlloel rn tiro amemfad reanlutlei. (Ns, roll roll vntr lite fnllrewing re-<esll-f: Nilrhir NO. Naefele NO. al"I all alIK•r nlrinhrm votM A 1 1'. Mnlinn pn<w %. OPEN IMCU`iSION fit. Slevrn<oNs res.1-1 Itself Ion• Ploy. Ed Om,Irlthr•:.INNikf tole hmitlt;lt rq) A the don. 28 Studv ti,-..tun. AIIJOURNMENT flit, necrlir.g wn, ndpNlrm•,1 set .1:4? P.M. lwlllinue M. i:nl.br., Is,. C e orntnn 1'atrir4a C. Clot,"., ClIork/%'ire Chair •('nmO.•lr 4n.,enrnta Uues ,tit to- (oaw is Ill nfrlrtnl ....sent.• INN,& " T FI ETiNG ORONO CONI! IUN I TY EDUCATION ADVISORY COUNCIi. MINUTES FEE 11 1995 JAN 2 9 1985 ,i or 0 R 0 N 0 The Orono Community Educa�ion ��dvisory Council Meeting was called to order by Doug Potter, vice-chairman, on January 17, 1985 at 7:40 pm. Members Present: Doug Potter, Nancy Shaver, Roger Hackbarth, Robin Hoseth, Jim Franklin, Sharon Guimond, Mary Gerding, Tim tlultmann, Toni Bergland, and Brian Bergstrom. Members Absent: Carol Allen, Charlyn Cadv,,ell, Jean Cashmore, Ron Gilbert, Marie Gorman, Sarah Norris, Telleene Perkins, Ray Pregl, and Karen Theis. Minutes The minutes from the last meeting were approved as written. OLD BUSINESS Winter Classes oni handed out an update on the Winter Classes. Discussion took place on the enrollments in these classes. Adults in the High School Discussion took place on Adults taking high school classes. Toni reported that the High School Administration and the School Beard are both supportive of this. The adults would be able to take high school classes that had low enrollment. The classes would be put in the Fall Community Brochure. There would be no fee for the classes. After the first year we will judge if there should be a fee for future years. Toni said that one problem might be the rotating schedule that the high school uses. Finger_printinq Discussion took place on the fingerprinting program. Toni stated that we will try to fingerprint middle school students, high school students that want it, and any elementary students that we might have missed last year. Four tentative dates were picked for the program this year. They are Saturday, April 20; Monday, April 22; Thursday, April 25; and Saturday, April 27. Toni will contact the Hennepin County Sherrifs and KSTP for their assistance. Bike Rodeo onTr i reported that it has been 3 years since we have offered a Bike Rodeo and she felt that we should do one again. A MOTION was made by Robin Hoseth. SECONDED by Mary Gerding that we do a Bike Rodeo on May 18, 1985. The POTION CARRIED. Roger Hackbarth volunteered to so- licit �rizes.Asuggestion was made that we also offer a class this spring on 10 speed tune-ups. Jim Franklin reported that there will be a Na- tional BMX Motocross Race in Maple Plain this summer. After School Classes Brian reported on tie interest from a community member that we offer two after school classes for young childrer similar to classes that 2 Westonka Community Services is offering this winter. The classes are developed by Camp Fire, Inc. of Minneapolis. They will train staff to teach the classes. The classes teach younger children self reliance and emergency procedures. A MOTION was made by Robin Hoseth, SECONDED by Mary Gerding that we try and offer both classes for our regular program and classes for special populations, too. The MOTION CARRIED. Office EqE u_imen tt Toni reported that we are in the need of two new chairs for our office. A MOTION was made by Mary Gerding, SECONDED by Tim Hultmann that we purchase two new chairs. The MOTION CARRIED. Woods Academy Toni reported on the meeting that she had with the Director of Wuods Academy. They want Orono Community Education to continue handling building permits for outside groups that want to use the Maple Plain School and grounds. A MOTION was made by Tim Hultmann, SECONDED by Mary Gerding that community education continue to handle the permits for the Maple Plain School and grounds. The MOTION CARRIED. Next Meeting Date e next meeting date was set at Thursday, March 21, 1985 at 7:30 pm. A MOTION was made by Roger Hackbarth, SECONDED by Nancy Shaver to adjourn at 8:50 pm. The MOTION CARRIED. Brian Bergstrom, Secretary ,0- rgov 1� FEB i h IiJ MEMORANDUM league of minnesota February 7, 1985 TO: City Clerks, Administrators FROM: Ann Higgins, Staff Associate SUBJECT: Reminder re: deadline for C. C. Ludwig Applications DEADLINE FOR C.0 LUDWIG NOMINATIONS IS MARCH 15! Please note that only five weeks remain before the deadline for submission of nominations for the 1985 C. C. Ludwig Award for Distinguished Municipal Service. All LMC member cities were sent application forms along with instructions and guidelines for submitting nominations. All local Chambers of Commerce and League of Women Voter units were also notified of the award process. If your city expects to nominare a city official for the '85 award, please submit the nomination form and supporting materials by March 15. Notify me if you know that the complete nomination will not be ready by that date. An extension may be granted if the application is in final preparation by that date. Selection of officials to review nominations will commence as soon as possible after March 15, and the selection of award winner(s) will be made prior to the 1985 LMC Annual Conference in June. The decision regarding announcement of award nominees will be made at the time of the nomination decision. In recent years, that decision has not been announced until the time of the award during the conference in order to heighten the expectation and significance of the award presentation. If that procedure is followed again this year, the city (or cities) whose nominee(s) is(are) selected will be notified so that the official(s) to be honored can be encouraged to be at the conference (while attempting to keep notice of the award decision a secret from them and from other city officials). Cities whose nominees are not selected for the award will receive notification of the decision after the conference under the current procedure. If you have questions about notification or other aspects of the procedures, please contact me. We look forward to a challenging opportunity to determine the 1985 C. C. Ludwig Award winner(s). 1 E1:-i tit , , t r sltL , avenue east, st pau1, minnesota 55 101 (61 21 227-5600 it V ETING Ilil � rya 11 ��?7 t ' league of minnesota cities February 7, 1985 TO: City Administrators and Clerks FROM: Joel J. Jamnik, Legislative Counsel RE: Charitable Gambling Rules Effective March 1, 1985, all lawful gambling will be subject to regulation by the Charitable Gambling Control Board. Although licensing will be handled a - the state level instead of the local level, the new rules do permit cities' continued participation in the licensing process. The rules require the following actions at the local level: 1. Applicant delivers a copy of the license application to the city clerk. The application includes a notice that the gambling license, if approved by the Board, will become effective within 30 'days unless disapproved by the city council. 2. Clerk signs an acknowledgement of receipt of the application and notice. 3. Within 30 days, the council b}- resolution approves or disapproves the application and the clerk so notifies the Board. A copy of the rule prescribing these requirements is attached; see Proposed Rule 7860.0040, subpart 4. As you may note, cities' involvement in the gambling license process is very similar to the process for liquor consumption and display permits. The Board will provide all of the forms necessary for application and notification. For your information, a sample form has been enclosed. If you have any specific questions regarding the licensing procedures for lawful gambling, please feel free to contact me at the League office. 1 F33 tsriiversity c'i. Vernl1F-' east. stp801, minnesota 55101 (6 1 2�') 227-5600 PROPOSED RULES 7960.0040 LICENSE APPLICATION. Subpart 1. Application required. An organization desinng to obtain a state license to conduct lawful gambling must make annual application to the board on forms provided by the board. Sabp. 2. Conteao of applicatioo. The application must contain the following information. A the official, legal name of the organization; B the business address; C the business telephone number, D the city or town, and county in which gambling site is located. E. the address of the gambling site, indicating whether the site is or is not within city or town limits; F the name and title of organization's executive officers; G an indication of Minnesota or Intemal Revenue Service tax exempt status. H an indication of the ty pe of eligible organization. 1. an indication of whether the applicant is chartered by parent organization, I an indication of k-V h _,f existence to Minriciou, K. the name, address, and date of bi.-th of the gambling manager; L. a venfication of the required fidelity bond for gambling managers; M an indication of whether the orpri ation owns or leases the gambling site, N. an indication of the class of license applied for; O the number of active members; P. if incorporated, the number of the articles of incorporation and where filed; Q the federal LD number. if any; R. an "authorization to inspect bank records" of the games of chance benk account of the organization; S a consent that local law enforcement officers or agents of tnc board may enter upon the site to observe the lawful gambling being conducted and to enforce the law for any unauthonzed game or practice, and T. such additional information as is necessary to properly identify the applicant and tc ensure compliance with Minnesota Statutes, sections 349.11 to 349.22. Subp. 3. Required attachmeots to application. The applicant must attach the fallowing matenal to the application A. a copy of any lease agreement for a gambling site, and B every eligible organtzation must file a copy of its wntten internal accounting and administrative control systcm relative to gambling operations with the board when they first apply for a license to conduct games of chance. The origin&) applicants of March I, 1985, have until September I, W. to comply with this requirement. Subp. 4. Local approval. The applicant shall deliver a copy of the application to the clerk of the local governing body along with a notification that the license, if approved by the board, will be.rome effective within -10 da; s �r.lcss the governing tvdy adopts a revolution disapproving the license and so informs the board within 30 days. The clerk will sign an acknowledgement of receipt of the copy of the license application and notificationE. Subp. S. Lengtb of decease. All licenses are effective for one year from the effective date of the license Subp. 6. Eseb site lie-nsed. A separate license must be obtained for each gambling site. Sebp. I. Cbanges in application information. If any information submitted in the application changes, the organization must notif) the board within ten days of the change 7W.0W EXCHANGE OF GAMBLING EQUIPMENT Bl' LICENSEE. Licensed organizations are prohibited from exchanging null -tabs, tipboards, or paddletickets with any other licensed organization. 7660.0060 CREDIT PLAY PROHIBITED. All playing of lawful gambling must be on a c&0 basis Cash includes check Credit must not be extended to any player The consideration to play a lawful gambling must be collected in full, by cash or check, in advance of any play No organization PAGE 127E STATE REGISTER, MONDAY, DECEMBER 10, 1964 (CITE 9 S R. 1279) E FOR BOARD USE ONLY Minnesota Charitable Gambling Control Board �:i . j 900 Summit State Bank Building 310 4th Avenue South Minneapolis, MN 55415 (612) 341-7676 GAMBLING LICENSE APPLICATION (Class A, B, or C) INSTRUCTIONS: 1. PRINT OR TYPE. 2. Bring completed application to local governing body, obtain signature and date on all copies, and leave goldenrod copy. Applicant keeps pink copy and sends remaining cupies to above address. 3. Changes in application information must be submitted within 10 days after the change. T e of Application: Class A - Fee $100.00 (Bingo, Raffles, Paddlewheels, Tipboards, Pull -Tabs) ❑ Class B - Fee S 50.00 (Raffles, Paddlewheels, lipboards, Pull -Tabs) ❑ Class C - Fee S 50.00 (Bingo only) Make checks payable to: Minnesota Charitable Gambling Control Board. Applicant (rlff+ria), legal name of organization) Business Adr+.ess Cit%. State, Zip County Business Telephone Number Federal I.D. Number Type of Organization ❑ Faternal ❑ Veterans ❑ Religious ❑ Other Nonprofit Organization Type of Organization Charter International ❑ National ❑ State Number of Years in Number of Articles of Existence (in Minnesota) Incorporation (if incorporated) vocation Where Articles are Filed Yes No 1. Does organization have a dues structure? If yes, number of active members . Kos organization been previniisly licensed by the Board' If yes, give date . Has license ever been denied, suspended or revoked? If yes check all that apply: ❑ Denied ❑ Suspended ❑ Revoked 4. Is organization exempt from payment of U.S. income tax' If yes, attach copy of letter declaring exemption. 5. Is organization tax exempt from payment of Minnesota tax' If yes, attach copy of letter declaring exemption. Site Addre w City, State, Zip Count! Yes No 1. Are all gambling activities conducted at the above site? If no, complete a sepa- rate application form for each site as a separate licens.. is issued for each site. 2. Is site located within city/town limits' 3. Does organization own the site where gambling activity will be conducted' If no, attach copy of the !rase for the site. eesor ame (if lease or rent Address City, State, Zip Gambling Manager Name Address City, State, Zip The $10,000 fidelity bond required by Minnesota Statutes 349.09 has been obtained. Company Name Bond Number New of Or anlzation's Officers and Titles a. C. b. d. CG-00001-01 (12/84) Continued on Page 2 -2- Minnesota Charitable Gambling Control Board GAMBLING LICENSE APPLICATION (Class A, B, or C) GAMBLING SITE AUTHORIZATION By my signature below, local law enforcement officers or agents of tl-e Board are hereby authorized to enter upon the site, at any time gambling is being conducted. to observe the gambling and to enforce the law for any unauthorized game or practice. BANK RECORDS AUTHORIZATION Ry my signature below, the Board is hereby authorix.ed to inspect the bank records of the General Gambling Bank Account whenever necessary to fulfill .-equirements of current gamblinc rules and law. OATH T her.bv declare that 1. 1 have read this application and all information submitted to the Board; 2. All information submitted is true, accurate, and complete; 3. all other required information has been fully disclosed; 4. I am the chief executive officer of the organization; 5. I assume full responsibility for the fair and lawful operation of all activities to be conducted; 6. I will familiarize myself with the laws of the State of Minnesota respecting gambling and rules of the Board and agree, if licensed, to abide by those laws and rules, including amendments thereto. Official, legal Name of Organization Signature (Must be signed by Chief Executive Officer) Title Date ACKNOWLEDGEMENi OF NOTICE BY LOCAL GCVEn NING :;COY I hereby acknowledge receipt of a copy of this application. By acknowledging receipt, I admit having been served with notice that this application will be reviewed by the Charitable Gamb'ing Control Board and if approved by the Board, will become effective 30 days from the date of receipt (noted below), unless a resolution of the local governing body is ;dosed which specifically disallows such activity and a copy of that resolution is received by the Charitable Gambling Control Board within 30 days of the below noted date. LOCAL GOVtRNING BODY Name of local Governing Body Signature of Person Receiving Application ORGANIZATION Date Received (This is date from which the 30 day Name of Representative for Gambling License Applicant approval begins) (serving notice) M-00001-01 (12/84) Fite - Board Canary - Board Pink - Applicant Goldenrod - Governing (data entry) Body January 25, 1985 WEEK OF JAN. 28 - FEB. 1 Agendas ts' ' 21+1 -6.i 59 i CI Y OR R AN NOTE: This publication contains a one -week list of meetings and agenda items for the Metropolitan Council, its standing committees and advisory committees, as well as similar information for the Regional Transit Board. It is mailed every Friday to a contact person in the region"s local governments and to the Twin Cities media The information is current as of the date of publication. However, meetings and agendas occasionally must be changed. For this reason, local government officials planning to attend meetings should verify the information in advance. Call 291-6464 to do so. Media should continue to call Ken Reddick, 291-6422, or Lynna Wiii;ams, 291-6511, for more information. Solid Waste Plan Public Hearing - Monday, Jan. 28, 1:30 p.m., Council Chambers. A summary presentation on the the solid waste policy plan will be given, followed by public ccmments and testimony. The meeting resumes at 7 p.m. Metropolitan Parks and Open Space Commission - Monday, Jan. 28, 4 p.m., Conference Room E. New commission members will be sworn in. The commission will discuss the master plan amendment for South Washington County Regional Park and the development grant request for Central Mississippi Riverfront Park. RTB Legislative Committee - Monday, Jan. 28, 5 p.m., RTB Board Room. The committee will discuss its proposed legislative program. House Local and Urban Affairs Committee - Tuesday, Jan. 29, 12 22 P.M., Council Chambers. The Council RTB and Metropolitan Waste Control Commission wTgive an orientation briefino to the committee. Public Meeting on Citizen Part, m Plan - Tuesday, Jan. 29, 7:30 p.m., Burnsville Senior High School, be Hwy. 13.Public will comment on Council"s proposed citizen participation plan. Council"s Annual State of the Region Event - Wednesday, Jan. 30 3:30 - 8 D.M. Minneapolis Hilton Inn 1330 Industrial Blvd. Registration begins at 3:30 p.m.; four concurrent eanels at 4 p.m. _inner at 6; Council hair Sandra Gardebring s address at 6:JO p.m. Management Committee - Thursday,Jan. 31 3 .m. Council Chambers. The committee will consider the request for proposals for the comparative worth/pay equity study. Joint RTB Committee of the Whole/Metro Systems Committee - Thursday, an. 31, 5 p.m. RTB Board Room. Committees will discuss cones :*s and questions from public meeting on transit held Jan. 23. February 1, 1985 �... 1.w 1�: -. lt� At►rar.wJ �MaiiM�c^> rO�1�liP ... WEEK OF FEB. 4 - FEB. 8 NOTE: This publication contains a one -week list of meetings and agenda items for the Metropolitan, Council, its standing committees and advisory committees, as well as similar information for the Regional Transit Board. It is mailed every Friday to a contact person in the region"s local governments and to the Twin Cities media. The infornation is current as of the date of publication. However, meetings and agendas occasionally must be changed. For this reason, local government officials planning to attend meetings should verify the information in advance. Call 291-6464 to do so. Media should continue to call Ken Reddick, 291-6422, or Lynna Williams, 291-6511, for more information. Metropolitan Systems Committee - Monday, Feb. 4, G p.m., Council Chambers. The committee will review the master plan amendment for South Washington Regional Park, the Cedar Av./ Killebrew Dr. interchange revision, the amendment to the Air Quality Control Plan and a developmental grant request for the Central Mississippi Riverfront Regional Park. It will also discuss the Metropolitan Waste Control Commissions"s consideration of a Kellogg Corp. contract. Regional Transit Board - Monday, Feb. 4, 4:30 p.m., Conference Room E. The board will review the Regional Transit Board 1985 Work Program and 3udget, its Interim Implementation Plan, evaluation criteria and the legislative program. RT6/Metro Systems Joint Meetino - Monday, FeL. 4, 5 p.m., Council Chambers. The two groups will meet with Gary Brosch, director of the Joint Center for Urban Mobility Research, and Dr. Kevin Neels, Charles River Associates, for presentation on the transit alternatives evaluation that is under Way. Aggregate Resources Advisory Committee - Tuesday, Feb. 5, 3:30 p.m., Conference Room E. The committee wild review the sufficiency of current aggregate resource data. Transportation Technical Advisory Committee - Wednesday, Feb. 6, 9 a.m., Council Chambers. The committee will be briefed on the transportation alternatives analysis and hear a legislative update. Committee reports include a review of the Regional Transportation Board interim implementation plan, plus agency reports. Environmental Resources Committee - Wednesday, Feb. 6, 4 p.m., Conference Room E. The committee will -consider an amendment to the scoping decisions document for the Ramsey/Washington Waste -to -Energy Project EIS and discuss the Solid Waste Policy Plan. The committee will also hear information about the Citizens League Report on solid waste. Ga►debring Speech to American Society of Civil Engineers - Wednesday, Feb. 6, 5:30 p.m., Sheraton Midway, 400 N. Hamline, St. Paul. Chair's Advisory Committee - Wednesday, Feb. 6, 7:30 p.m., Council Chambers. The committee will discuss strategic planning by the Council and local governments. Taxicab Comnis,,ion - Thursday, Feb. 7, 8 a.m., Council Chambers. Metropolitan River Corridors Study Committee - Thursday, Feb. 7, 12:30 p.m., Conference Room E. =Ptropolitan and Community Development Committee - Thursday, Feb. 7, 1:30 p.m., Council Chambers. The committee will review the 1985 health annual imp, ^bntation plan and set a date for a public hearing on the plan. Management Committee - Thursday, Feb. 7, 3 , Conference Room E. fhe Committee will consider a proposal to create a minority issues advisory committee, firms for investment and deposits of funds, the federal 1985 health planning work program and whether to support continuation of land use automation in the 1986 budget. The committee will alp- discuss the personnel report from Dec. 1984. Aviation Task Force - Friday, Feb. 8, 9 a.m., Council Chambers. committee will consider Aviation Policy Plan update issues dealing with ai;-Craft noise and land use planning, plus military and ultralite activity forecasts. C I T 1 �RIUII� C�359 January 25, 1985 TO: Metropolitan Area Citizens, Health Care Providers and �rvernment Officials FROM: Metropolitan, Council/Metropolitan Health Planning Board The Metropolitan Council and Metropolitan Health Planning Board will hold a public hearing on February 27, 1985 at 5 p.m. in Council Chambers of the Metropolitan Council, 300 Metro Square Building, 7th and Robert Streets, St. Paul. The purpose of the hearing is to provide opportunity for the community to submit oral and written comments on the 1985-86 Application for Renewal of Designation as the Health Systems Agency (HSA) and the 1985 Annual Implementation Plan for the Metropolitan Area. The application and plan partially fulfill the requirements of the National Health Planning and Resources Development Amendments of 1979 (P,L. 96-79) for continued funding as the designated Health Systems Agency for Minnesota Region V, for which the Metropolitan Council intends to apply by April 2, 1985. The application and plan were accepted for public hearing by the health.planning board and Council on January 23 and February 14, 1985, respectively. Federal legislation requires that every federally designated health systems agency apply annually for renewal. The application contains the proposed work program and budget for 1985-86. The Council and health planning board have been fully designated as a health systems agency since 1978 by the U.S. Department of Health anc; Human Services. The revised 1985 Annual Implementation Plan has been developed from the specific action recommendations in the 1982 Health Systems Plan and other Council/board pri-irities, and serves as the work program for the community during 1985. It contains a progress report on actions called for in the 1984 implementation plan and seven priority objectives, with recommended actions and resource requirements, for 1985. People who wish to speak at the hearing may register in advance by contacting Debbie Conley at the health planning board office, 291-6352. The hearing record will remain open for written comments for 10 working days, int'' the close of business on March 13, 1985. Due to budget constraints, copies of the two draft documen'.s are not being mailed to individual providers or consumers. Copies have been distributed to provider and consumer organizations, such as the Council of Community Hospitals, Physicians Metro Health Force, Senior Federation and other groups. In addition, copies are available for review at the major Metropolitan Area January 25, 1985 Page Two libraries, the Metropolitan Council library or the health planning board office. Single copies of the draft Annual Implementation Plan and the application are available free from the Council's Public Information Office, (291-6464). If you have any questions, please contact us or Malcolm Mitchell, director of the health planning board. andra Sb4ardebring, Cha Metropolitan Council 2 enclosures Elaine Voss, Chair Metropolitan Health Planning Board M E T R O P O L I T A N C 0 U N C I L Suite 300 Metro Squar Building, Saint Paul, Minnesota 55101 METRO HRA ADVISORY COMMITTEE MEETING February 13, 1985 NEW TIME----------------9:00 a.m. - 11:00 Q.m. HRA Conference Room (Lower Level 25) A G E N D A I. Approval of agenda II. Approval of minutes of January 10, 1985 HRA advisory committee meeting III. Revised grievance procedure (action item) - David Wilson Phil Cohen, Chair ton 166a METROPOLITAN COUNCIL HOUSING AND REDEVELOPMENT AUTHORITY Suite 300 Metro Square Building, Saint Paul, Minnesota 55101 Minutes of HRA ADVISORY COMMITTEF. MEETING January 9, 1985 Members Present: Joan Archer, Vice Chair, Lyn Burton, Thomas Duffy, Sharon Garber, Marilyn Spensley, Gertrude Ulrich Members Absent: Philip Cohen, Edmund Bowler, Wanda Schumacher, Josey Warren Staff: Ana Stern, Phil Katzung, Laurie Garfield, Jan Hogan, Barb Soihr, Roberta Everling, Kathleen Mulligan In the absence of Chair Cohen, Vice Chair Archer opened the meeting at 11:00 a.m. Approval of Agenda and Minutes The agenda was approvei as well as the minutes from the October 24 and November 14, 1984 committee meetings. Report of the Long -Term Care Task Force - Ana Stern: Stern explained that the task force was set up by the Council a year ago to reshape long-term care in the twin cities area. This was the Councils first formal involvement, but not the first work done by the Council in long-term care. Health, hosing and aging programs have come together ^ver the years to work on shared problems and concerns; one result was the report called, More Than Shelter, published a year ago. The report included recapping the role of family in the care of tln elderly and addressing the wide range of services that should be available to olde- people so they can be more self-sufficient. The combined programs also sponsured a series of forums in 1983. *Many important issues surfaced then, including a decision to set up a task force made up nf 22 members; Tom Byrne was chair and Phil Cohen was on the committee. One of the first things the task force did was adopt a definition of long-term care. They also determined their objectives, including develop public policies, recommend strategies for implementing policies and recommend areas for additional studies. Sterns introduction included explanations of how to make better use of existing resources, the need for (1) service coordination, and (2) multidimensional assessment, (3) financing of long-term care, (4) gaps in long- term care, and (5) policy roles and responsibilitJos it, long-term care. (1) Stern said there is a real need for better support and coordination of the huge array of service providers- family, friends, civic organizations, nursing homes, osealth corporations, etc. Ulrich mentioned the "Community Focal Points," a report the Council received, and wondered if better coordination could be achieved through the Focal Points. Stern said this is something staff will be working on this coming year. She also explained "Focal Points" as the intention to designate points in community where the elderly could get information on services available, such as a senior citizen center. The Aging program is designating these places. The designation makes them eligible for funding. (2) Stern said there is a need i'or multidimensional assessment: When people first start needing services there should be an assessment. (Different people in the community identify problems: doctors, clergy, families, and those in need themselves.) The assessor does not need to be professional, it could be family or the person in need. (It would be good to have someone objective.) (3) Stern said future fi:!ancing is critical, including: More and better use of personal and financial ,rescurces - (There will be a great need even as public funding is increased.) People should become more financially responsible for their own care, more sliding fee scales, more flexible use of public funds. Separation of housing and service costs needs to be studied further. (People could shop around for the "housing" segment of nursing home care.) Public funds could be alloted for services or "whatever." Ulrich said the separation of housing and service charges would be wonderful. Reeves said the amount charged for housing in a nursing home is outrageous for what you get. Garber asked for a definition of "spend down." Stern explained if one goes into a nursing home and has housing or other assets, their money is spent on a month -to -month basis until there is "0" balance; at that point one becomes eligible for medicaid. The nursing home receives the money and then gives the patient $25/month. Stern said one loses a sense of control under this system. (4) Stern listed some of the system gaps, as follows: - Need for affordable housing for chronically mentally ill and "confused" elderly - Need for affordable congregate housing, including handicapped - Personal care service: bathing, grooming, meal preparation - Consumer protection - Complaint mechanism Should be some sort of central agency where people could call and complain and get action on their complaint. Garber said housing choices should to available in all metropolitan locations. (5) Public roles and responsibilities: Federal and state funding (Medicare, Medicaid, Title III) should continue, but there should be flexibility in how those funds can be used. The community is where services take place and also where coordination should occur. The municipalities should take a more active role and should have a long-term care component in their comprehensive plans, as well as ways to assess the needs of the population. The committee thanked Stern for the excellent report. Duffy mentioned that the elderly are a tremendous lobbying force. In St. Louis Park 72% of the homes are withc t children, and the elderly in this community are very active. The Lr-.g-Term Care report will get final Council action shortly. Mr.ION: Moved by Lynn Burton, seconded by Marilyn Spensley to support the -ongerm Care report as written and presented by Stern. Motion carriedunanimously. Update on the Metropolitan Housing Fund (MHF) Everling updated the progress of the MHF since the last report in May 1984. The main idea of the fund is to pool the money from which the housing assistance loans will be drawn. The plan is to fill the pool with grant funds. Possible grant sources are being investigated. The program is concentrating on providing equity loan assistance for the construction of rental housing, and mortgage loan assistance to families for occupancy in single-family attached units constructed for program involvement. The initial goal is $5 million. In response to a question by Lyn Burton, Everling said the proposed project date is Marct or April 198`. Administration of the MHF by the Council is also being studied. Everling distributed a sheet to collect a profile of those on the advisory committee, to include in grant propoals. Meeting Time Change In an attempt to increase member turnout at. committee meetings, Katzung suggested changing the meeting time. After d-scussion, it was moved by Burton, seconded by Garber to change the meeting time to 9:00 a.m. - 11:00 a.m. for the next two meetings, (February and March). This time will be looked at again in a couple months. Meeting adjourned at 1:00 p.m. km t 35a MNui56 METROPOLITAN COUVCIL NRA APPLICANT CHARACTERISTICS RFPORT ALL COMPLETED ELIGIBLE APPLICANT! AS OF 01/03/95 CEA7 1%)IAL VACANT DISPLACED %FRY -LOW INCOME SIZE WAITING UNITS NUM9ER 1 NUM.BE0 1 1 OR E 343 29 U 0 253 706 2 OR E 15 1 0 0 9 60 3 6w F 217 29N 0 0 172 79 dR F I 0 0 Se 94 5 eR F 2N 0 0 0 0 1 3R F 6 1 3 N 0 0 5 Bl 2 BR F 11,099 371N 2 100 17:j e6 TOTALS 2642 3k6N 2 0 2222 et RUN DATE 01/03/85 LOW INCOME NUMBER 1 90 26 6 in 45 21 i 6 0 0 1 17 27i 14 410 16 PAGE MN0436 METROPOLITAN COUNCIL NRA APPLICANT CHARACTERISTICS REPORT ALL COMPLETED EL141BLE APPLICANTS AS OF 01/03/95 CENT TOTAL VACANT DISPLACED VERY -LOW INCOME Slit MAITING UNITS NUMBER X NUMBER X 1 YR E 343 29 0 0 253 74 2 !N E 15 1 0 0 9 60 3 •R F 217 29N 0 0 172 79 4 "A F 2 IN 0 0 5B 94 5 NR F 0 2N 0 0 0 0 1 iR F 6 13N 0 0 5 63 2 tN F 1999 371N 2 100 1725 66 TOTALS 2642 3PAN 2 0 2222 84 RUN DATE 01/03/65 LOW INCOME NUMBER X 90 26 6 40 A5 21 6 0 0 1 17 274 to 420 16 PAGE 1 NHU456 RACE MLNOWT NON MIhCk1TT ••TOTAL•• AuE LN )UP f4PILT ELCE4LT ••TOTAL•- Sig Of Hi AD Of "OU4i MALL fEPALi •*TOTAL•• Rt51DtNCf C ilhhuh i T T CENTER CIII OTNtR NkTRUPOLITAN COUNCIL HRA APPLICANT CHARACTERISTICS REPORT APPLICANT CHARACTERISTICS NUMtrEp PERCENT 55221 2090 79 2042 100 NU1415f0 PERCthT 2244 86 3511 14 7e42 10(1 AUMbfR PERCENT 535 20 '10? 80 2642 100 NU149E0 PERCENT 1461 55 964 217 b .e42 1U0 RUN DATE 01/03/55 PAGE 2 hM01656 PERIOD ENDING: 01/Js/o5 METROPOLITAN COUNCIL HRA RUN DATE: 01/03/05 PAGE 25 ' VJNThLV CUAY`161 CERTIFICATE HOLDERS REPORT TCTALS CERTIFICATe PERCENT OF TOTAL CEKT SI2cS HOLDERS CERTIFICATES ISSUED tF 35 9t X �P E 3 9e X 3 EA F 101 lot X 4 6M F 11 103 X 5 t%P F 4 ISO X 1 NA F 0 130 X 2 fill F 396 120 X TOTALS 550 112 % HUD GOALS 698 44 4.52 3/ 43 1394 r'�OASe PERIOD ENCING: 01/03/35 METROPOLITAN COUNCIL HRA POhTHLY CURRENT CERTIFICATE NULDERS REPORT TOTALS RACE f.UMFPEP PERCENT NJN PI'JOI.ITY 440 NO .MSgORIIT 110 26 AAtOfALAA 550 100 AGE GROUP N,JP9ER PERCENT ELDERLY 39 7 FAMILY 512 a3 AATOTALAA 550 1n0 INCOME LFVEL NUMdFP PERCENT LOW INCCMF 116 21 VERY LOW INCOME 432 79 ••TOTAL•• 550 1o0 SEA Of HEAD Of MOUSE NUMFER PERCENT MALE 102 19 FEMALE 41.8 al AATOTALAA 550 10U RESIDENCE NUMHEP PERCENT COMMUNITT P(SIDENT 13? 00 CENTEP CITY 1A1 33 OTHER 37 7 AAIOTALAA 551) 100 RUh DATE: 01/03/85 PAGE 26 MMU�Sr Pf+IOY ENDIkSt u1/'�;/•�i %(TPOPOLITAN COUNCIL NRA PUN DATES 01/03/!5 ►)NiNLT tulk(%T CEPTIFICATE MOLDERS RVPORT ICTALS PREF!0ENCl SIAW, failol'ER P!PfENT UISPLACEU 100 •.TOTAL•• 100 TOTAL OF^POUTS 'iU1°ER PEACE►: ^�. PlAtixi gg 32 AFTEP CENT-"EFO4t CONT AFTER SfLLCTEC-!•FFuof PCVD 133U 40 I(10 4 �EFOP( C14T SELECTED 1355 AO �� �,�` Q1��► ••IOTAL•• 1142 100 RFaOP :11 CiPi SILT NumaEP PERCENT p/ 1 p► E 144 9 12 1 [ bR f 3 PR F ?29 12 3as 4 cR 2 5 5 E P F 0 �3 1 u P F 1 0 S 1 NP F 1513 7e 10e �� 3 4-1 1 cbr� ••10T4L•• 1919 �RO►OUT rT RESIDENCE frUllBER PERCENT COhruNIIV 1PO4 54 CENTEP C I Tr 1250 $7 Ll!S CJ OTHER 2b1 9 9aI **TOTAL** 3342 100 PAGE 27 MNO.)4 PERIOD tNpINE, CI1,-1 :5 'iTROPOLITAN C^U11(IL Np.A n(,'+THLY (0hT"AfT MONITORING REP^RT TOTAL CLRT (;'+1�6(T NUyrEa OVEP NUD FOAL AVEPAGE S1113 791&L i-P LIMIT ALLOCATION PAY PENT 1 ?R E t 1 1 37 C91 147 / w t 40 1 GA 191 -I E 1°L' 46 t5? 194 06 f '7 117 364 1 -d f 2 ?w i ?Sr RUX DATE I/03/E5 PAGE 17 hr+U�S� PEA IOD E'+DI':: 01/cN ' "CIROPOLITAN (CUN(IL 0P4 "ON IHII CONIQA(I MONIT0AIN�j R(PC AI TOTAL INCC•E LEVcL Nuop. 14EP cf°(iNI LU+ 11,CC'1 '29 VE4r Lr.r I'4C i 7ec 92 ••IV1Al•• a�'^ inn SEX CF NFAD CF N*)u',t NUMNFP PFPCINI MALE 2C7 V FLMtLE 27'.1 91 ..rorAl•• ��or I.•,, DAOF rY e[.T SIT° PEPCENT 1 "i E t1A 1� 2 •P E 31 1 ' 1'a F 537 13 E!N F 57 1 5 6F F 11 0 1 EQ F 42 1 2 EP F 297? be ••I'IAL•• 427v 109 DAUFOUT -T wlsI9fh(f Numato PEPCEN1 (OMf+UhIr1 32JO. 76 C?NIEIIT @c< 10 01Nf R tov ••fO1AL• �Z7v lU`) PUN DATF O1/03/65 PAGE 18 M 04{i ►l$j0{ iM1iT1{ 09/0'2115 METROPOLITAN COUNCIL HAA RUN DotF 01/03/85 PAGE 41 VONiALT CC ACT MONITORING REPORT CONTRACTS AFPORTEJ 8Y COMMUNITY TGfALS 411001104Att TCM % .DLY I A"t 'I IF 21 3F CF SF ' ► :: C'+T4 OTMF R MNNTT LEASf DROP 6w^ 11 0 11 0 0 3 0 1 0 7 4 U 0 4 1 0% 0% 100% 0% O% 27% U% 0% 0% 64% 36% (,' 04% 0% 361 ON A�►� t0y 35 75 4 1 12 1 0 3 55 t0 s 2; 1 as 149 •% 322 66% 31% 11 111 3% O% 3% 51% 74t �t ?3% tx 61% 111 3 1 3 0 0 0 0 0 1 3 U 1 0 3 3 3a 7%% ?5% 75% O% 0% 0% 01 0% 25% 751 Ot 2s% ON 752 0% iilOt. i KA j+1{ J J 0 J O 0 0 0 0 0 0 0 0 0 0 6 0% 01 0: 0% Ot O% 0% ON U% 0". 0% (17 Ot G% 0% O% Ktjltil ;p 3 47 3 0 7 4 0 0 It 17 3 30 4 2s 30 �� •s ^�t e1 )% 142 b% 0% U% 72% 34% 6% tot 8% 562 12 i titlON civil$ 154 G 174 77 25 1 0 1 147 143 12 Sw 2t tv7 315 ,at Sit Sri, 1% 10% U% 0% 0% SS% 56% !0•. t 1 7t% 71 tINOC�LTq PAPK G+ .4? 16 2 1 f 262 181 92 >7 250 472 121 16% 141 t > 1 101 12 0% 2% 71% 49% 251 'tT % 6S% lit iAROI# 0 '1 O 0 0 0 0 0 c 0 0 t 0 0 0 Ut Ut 02 Ox 0% o% O% ON 0% 0% O% ON I,x 0% ON 01 404aft to 47 14 !3 ti 2 10 (1 0 1 22 26 1 2U 2 36 32 21% 0% ON 2% 471 54;- 2% 4!% 41 772 1% >i11�Mi'aiatA 5 S S 1 1 U 0 c 4 6 0 2 0 * 6 �S Sit c't ?S. 1!T 13% 0% 9% 0% 50% 75% C% 251 ON 100% ON CMA*$A 4 3 0 1 0 0 0 c 3 3 0 1 0 3 2•. c 0% V5 c% U% O% n: 7 751 ON 25% ON 75% SlAw"14 491161115 116 23 0' PV 3 40 1 O 1 1 50 42 2 81 12- to tJ1 4u% IF% 3 341 1% 0 1% t r.: 1 11• �� 21 70% 31 toom $40166 1L) 21 74 17 4 19 O 0 0 6u )t 2 a 1 72 130 it ill i.4 17! let O% 0% 01. 6U. 58% 22 .0% 1% 72% 32 EtlE1W 6*01E1 cU ! 1 •, 2 0 c z S 0 10 9 It S% 2S1 10% O% of 25% 15% ON Sol ON it1!{ill !0 1! 46 it 2 9 2 {! 1 3= 10 2! 6 44 76 Zt 2s% 75% V ;t 151 3% 0%' 21 541 1'• t2111 10% 7S1 21 1r4lt1fA>r 0 n '1 �' 0 0 0 0 0 0 0 0 ut o% Ut 0% u> 01 0% ON G1 02 01 us ON ON o tg13t►+eAltlty r k1 0 u o J 0 �0 0 u o 0 t (It p4 U: 0% t 0% 0% 02 ('% 2 04 ON O% 0% Ol '1NU450 Pt4140 ENDING U1/03/.5 MiTPCPOLITAN (OU"CIL NRA RUN DATE 01/03/85 PAGE 42 404T40 CONTRACT MONITORING REPORT CONTRACTS 4EPOATEO PY COMMUNITY TOTALS COMMUNITY TOTAL fLDLY FA%LY I IE 3F 4F 5F COP" CNTR OTNEP MNOTY LEASE Door EDEN PRAIRIE u 1 0 Q 0 tl 0 f1 1 1 0 0 0 1 1 Ot of 100% Ox 0% at 0% 01 Ox !00x 1002 at Ox 0: 100% at toINA y J 1 0 1) O n 0 0 1 0 0 1 0 1 2 Ot Oa 130 01 Ot 0x Ox ox Ot 1002 0: at 100% Ox 100% Ot EKCELStOR !2 v 0 9 C 6 U 0 1 16 16 1 15 1 IS 45 11 2ex /2: 231 O% 19t Ot at 3% Sol :Ot 3t 472 31 711t 11 FALCON MEIGI4TS 21 9 13 1 0 I 1 0 0 10 15 4 3 4 21 154 12 611 59% 41t 02 0% Sl Ox Ox 45% 6EX let 14% let 951 4 fuREST LAKE o 0 0 0 0 n o 0 0 n o 0 0 0 0 at Ox Ot f1> at 0t 0x Oz 0l 0% 0: at Ol Ox Oi at F4IDLlY 149 11 12, Z•T 1 18 1 0 3 106 61 23 65 9 95 203 5t 14% 1'6t 131 1% 12% 11 0% 2% ?Ile 41% 15% 416%, 62 641 5x GEM LAKE 1 0 1 0 0 1 0 0 0 0 0 0 1 0 1 1 Ot bt 1301 0% 0% 100% Ol at at at at Ox 1001 ox 1001 as GOLD&N VALLEY 7 1 1� 1 0 1 0 0 1 4 2 2 ! 0 7 20 Jx 14% It,% 14 Ot 14% at Ot 141 572 292 201 431k at 1002 Ox 3RRtNM00Y J u 0 0 C ii t 0 0 J 0 J 0 0 f} 0 Ut G� Ot t1f Ot 0% 0t at O% Ox Ot ex at Ot at at o u 0 0 U1 0: ?: C1 (it Ot 01 0% 0x Ot Ox 04 0' at at Ox NAM LAK* 1 0 1 U J 0 0 0 C. 1 0 0 1 0 0 0 Ox Ox 1')r% 02 Ot Ox Ot at at 1:)0t 02 Cix 101 Us Ox as NILLfOP t 3 ' 3 ^ 0 0 0 0 3 2 1 3 0 6 • set `)t S^1 Q%: at 0% 0% at Sox 331 17t SOT at 100x ox NV►KINs 0 1 20 32 4 6 1 36 e3 1l •;; W. 01 St 0% t 21 43% 76x lot 142 22 862 22 INDEPENDENCE 0 0 ) 00 � 0 0 0 0 0 0 0 0 of Ot tj� rt 0-1 •z A 0t ox 0: of 0z oz ox ox Jo11oAN •, J n �: 0 o c o 00 0 0 to JL Ct u: Ot 01 Ol oz oz Oz at ^� 03 Ox Jt Ox LIN146TON 0 6 0 0 0 0 2 1 # 4 0 3 7 O% 0% 1013% 0% Ot 67: Ot 0• O% 33% 17t 672 at Sol Ox LINO LAKES 6 0 A 0 n 1 0 0 0 4 1 2 3 0 2 0 O1 t1 1)ot 0% OY 33% tlt Ox at 67x 17l 3311 40% 11 33% at nMt,45i Ptoloo ENDING ut/0/05 COPAU41TY LITTLi CANADA Ldy1i LAKE LYRETTO MAMTOME01 MAPLE GROYE 1IA►Lt PLAIN .#APLlb00D 444YER gINNETONKA MINNETRISTA 490140 !IJdNOf V1sY lid t,4161610N '1k• GeRMANY lid NOPI lid PRAiul %c#PooT Tf1TAL ILJLY °I"LY 4. 1 47 U Vt )_ 0` 1 u 1 Ot G1 11UJt S � 3 r; n1 I�UX s � 2 1 v l 0% t4G li 1i7 S1 41 911 3 1 ox 2 J Vlt bi InCX o u o 22 7 li 1t S2;. SS ) 55 !X n U '7 u. 31 0: � G f 01 ti 51 •St METROPOLITAN COUNCIL NRA PUN DATf 01/03/85 PAGE 41 "ONINLY CONTRACT MONITORING REPIRT CI)NTPACTS REPOPTFD PY COMMUNITY TCTALS 1F ?i SF 4F 5F 1F 2F COMM CNTP 01NFR MNRTY LEASE DPOP 1 n 8 c 0 0 39 t 30 12 14 32 9, 21u1 17% 0% 0% 0% 01% 13% 63% 252 292 671 22 :1 ^ Q n 0 C n 0 0 0 0 0 3 0' Ot GX 01 0I 0% OX 0% 0% 01 01 nx 01 n c 0 0 0 0 1 0 0 1 0 1 0 .1S ot 0X 0: 0% 0% IUO% oX 0% 100% 0% 1002 0% 2 0 3 0 1 0 OOx 00% 00X 00% loot 4GX 0% 60% 0% 202 ox n 0 0 1 2 1 2 0 3 401 ox 0x ox 40V 2n% 402 01 60x 01 tn: pox zo! G t 0 0 0 1 0 0 0 1 1 01 01 100% 0% 0% 0% 02 100% 01 01 0% 1001 01 13 12 0 0 S 110 33 76 29 /9 69 228 o% 0% 91t 0% 01 4% 79% 241 S6% 211 14% 6411 51 0 o o a o o � 0 0 0 0 0 0 of O; 0%.0z 0% 01 of o% 02 oz 0% 02 G 0 1 0 0 0 t 1 1 0 0 t 6 )r of SOX Q% 0% OX 50a 50% Solt OX 01 SOX 02 0 U u 0 0 0 0 0 p o 0 C nt ut of of olt oz oX of o% o: 01 oz oz 7 n S 0 0 C 10 16 G 6 1 so t» rl 21; Ox C1X 0% 45% 73% OX 272 0 n 6 n : 1 46 13 10 32 2 30 so 0� 0+ tl1 01 0% 2% 87% 24% 19% M 4% SS! 2X n 11 0 G 21 21 8 9 3 33 102 11% r,t 29% 0% 0; 0: t11 55% 21% 241 8t 871 2t p p U 0 0 G U 0 0 0 0 0 0 ,�� e� 1�t o: pX o; oz ox ox o: oz oX ox 461 3 30 2 U 4 175 120 40 95 29 169 270 1•• 11 1?1 11 61 Zf oo; 47: 1!1 37% 1111 741 61 � n 0 0 o Q e o 0 0 0 0 1 01 n: oX 0% Olt o; o! Ot 01 02 01 02 02 Q 1 4 1 0 0 15 9 5 1 1 11 7 0: •t 141 S% 01 01 712 431 24% 332 51 52Y ox METROPOLITAN COUNCIL HAA RUN DATE 01/03/!5 PAGE 44 NHU4So PERIOD E110IN6 O11csM "ONTHLY CONTR4CT MONITOPING RfPORT CONTRACTS REPORTED BY COMMUNITY , TOTALS 2f 3f if SF I 2F COpp r CNTR OTHER MNATY LEASE DROP COMMUNITY TOTAL IL6LY NJkTM !T. ►AUL 1G3 t3 LO i ° S to 0 Ox 0 Of 4 4z 60 StiX 46 iSx 24 35X 23 22x 4 41 69 671 200 Sx 3: 22t 7A: 171 St tex NORWO30 °ox pus T'o% 0 0 of 0 ox 0 of 0 oz G ox 0 oz 0 oX 0 oz 0 ox 0 ox n: oz ox OAKOALE 57 1S 42 15 ^ 13 1 2x 0 Ox 1 2x 27 47t 14 421 16 2ex 17 30% 3 Sx 43 75x 127 3% �� 1t4 74`• i6L C7 13t O�ONO 1 It 1 0 0 0 Ox 0 0% 0 Ox G Ox 1 100% 1 lout 0 Ox 0 Oz 1 1001 1 1002 0 Ox ux OA 100% Ox 0% O6sEJ 52 9 2] 9 0 2 1 0 OX 0 Ox 20 63X 14 442 1 :t 17 53X 0 Ox 21 66X S• 1x 1t 2tq% 721 261 Ox 6% 3% PRIOR LAKE C.CX p n 0 0 OX 0 OX 0 OX 0 ox 0 Ot 0 Ox 0 Ox 0 Ox 0 Ox • Ox 01 01. RAM>.EY 1 u 1 0 n 0 0 UX 0 Ox 0 Oz 1 100% 0 Ox 0 Ox 1 t00x 0 OX 0 Ox 0 OX p; oz 101x ox Ot Ox RICNfIElO 261 '16 175 Z3 3 10 2 0 Ox 7 3% 146 56% 124 48% P2 31% SS 211 2e 112 202 77x 319 72 9% '3t tilt W 1t SX 12 AOvdINSDALE 74 it :1 43 O 70% 00x o0X 11% 2311 461% 1201 119% hex 6 iSx S tx .x )Nx 42; 3f Ox 006tus 0Uz 0 0C, 0nt 0G1 001 0Ox 00% 00% 0Ox 00% 0nt OOx OOX 00x 002 01 . p 0 ! 74 53 4e 26 11 102 169 ROSiVILL• 1!7 42 ,. 4,5 . 4% ox oz st sez 42t 3e1 toz 92 eox 42 4: 3!t o7t 321 <<_ it. ANTHONY 25 y 17 7 1 1 0 Ot 0 Ox 1 4% 15 eoX e 32% 6 24% 11 441 4 16% 19 76% 54 lx 1x :1% c+t 23% 4t 4% ST. dONIFACIUS 5Gx U?x 001t OOx 1 OOx o4t OOz 671 OOx OOx 1002 OOx SSX 20x 13 PAUL PARK 211x lSt 295t 1Sx Opt 3 14x Dot OOx Oux 7St. 1e1X 171X OOx 29X 1Sx 2VSx 3•11 SAVAGE 0 0 ') U p 0 ox 0 ox 0 ox 0 oz U oz 0 ox 0 oz 0 ox 0 ox 0 ox S ox �x ox Jx oz Gx SNAKOPEE 0 J 0 0 0 0 Ox 0 Ox 0 Ox 0 Ox G Ol 0 Ot 0 Ox 0 Ox 0 OX 0 Ox SO 1x Ux 0: Ot Ot SNOAEYIEY ] 1 2 1 0 1 33% 0 Ox 0 Ox 0 Ot 1 331 1 331 2 67x 0 OX 0 01 2 671 11 Ox JX S31 01 532 ut "HU459 PERIOD E401NG U1/O!/.S COKAUNITY TuTAi ;LDLY FANLY it S"ORtM00D 2 1 1 1 0: 5 t 502 301 SPRIN4 LAKE PARK 31 1 19 1 lx 0. SPRING PARK 6 4 2 4 Jt 67% 33% 671 STILLWATER 71 20 51 20 (Y lbw 72x 222 TOhAA bAY 1 C 1 0 Of Ox 1Ouz Gx VADNAIS NEIJNTS 17 1 2e 1 11 4% ;It% 4% VICTORIA 1 U 1 0 Ot Cx tnriz Ox MACONIA 1 0 1 u Ot Ox 110% Ot 11AftATOYN 0 u 0 0 0% Olt 0`. ox MAVIATA S 3 0 3 Ot 1002 Ot 100% WHITE SEAR LAKE 111 11 93 19 4% 191 eix 171 WNITI BEAR TAP. G 0 0 0 J: Cx 0% nx do3oluRY 19 u 1 % U JS YOUNG A14ERIC4 0 U 0 u nx ex ux 11t TOTALS 2993 04 2!24 C34 106x 22x 7,x 21% "(IROPCLITAN f UNCIL HAA RUN DATE 01/03/85 PAGE 45 "ONTNLY CONTRACT MONITORING REPORT CONTRACTS REPOPTED aY COPMUNITY TOTALS ?E 3f 4c Sf IF 2f COrr CNTP OTMEP NNRTT LEASE DROP 1 0 0 0 c 1 1 0 0 0 2 3 ox Ox Ox Ox Ox 50% 1001 Ox Ox Ox 1001 Ox 1 4 0 0 c 25 13 2 16 0 24 68 31 132 0x Ox Ot 611 421 62 $22 Ox 771 2s 0 1 0 0 G 1 3 1 2 / 5 11 at 17% 0% Ox 0% 17% Sox 171 311 171 $31 oz 0 P 2 0 1 40 56 4 11 0 57 131 Ox 111 32 ox 11 56% 79% 61 Is% OR s01 3x 0 1 0 0 C 0 1 0 0 0 1 0 0% 100% 0% 01 Ox Ox 100% 0% Ox 02 1002 Ox 0 3 0 1 22 4 10 13 3 is 33 Ox 112 Ot OR 4% Fix 15% 372 462 IT% 67% 12 C 0 0 0 0 1 0 0 1 0 1 0 ox ox 0% Ox 0% 1001 02 Ox 1002 OR 100% Ox 0 0 0 0 c 1 1 0 0 0 0 4 01 Ox Oz OR Ox 100% 1002 OR Ox Ox Ox Ox 0 0 0 0 0 0 0 0 0 0 0 0 0% ox Ox Ox ox Ox Ox 0% 01 Ox OR Ox 0 0 0 0 0 0 2 0 1 0 3 10 Ox Ox Ox Ox Ox Oz 67% OR 33% Ox 1001 Ox 2 7 1 0 3 79 69 1s 27 4 s0 139 2% 6% 1% Ox 3% 712 62x 141 241 4x 722 3x 0 O 0 0 c 0 0 0 0 0 0 0 Ot 0% ox 0% Ux 0% ox cz Ox Ox 019 Ox 0 S n 0 c 14 2 7 10 1 10 is 0% 262 Ux Ot Oi 74% 11t 311 531 5x 53% Ox 0 0 0 0 0 0 0 0 0 0 0 0% Ot Ox Ox Ox Ox Ot Oz OR 02 Oz Ox 40 300 27 2 56 1859 1446 646 906 274 2175 4.279 11 13% 11 Ox 21 64 482 222 30x 9x 73x 1002 METROPOLITAN COUNCIL HOUSING AND REDEVELOPMENT AUTHORITY 300 Metro Square Building, Saint Paul, MN 55101 MEMORANDUM January 7, 1985 TO: Metro HRA Advisory Committee, Staff FROM: Mary Fromm SUBJECT: Monitoring cf Section 8 Waiting List, Certificate Holders and Contract Holders HIGHLIGHTS FROM JANUARY 1, REPORT 83 additional contracts are not included in the computer run. Total number of contracts is 3081, which is 97% of HUD Goal Allocation of 3162. Current Month Number of Applications on Waiting List Last Month January 1, 1984 TOTAL 2642 2807 1542 1 BRE 343 361 54 2 BR', 15 16 J 1 BRF 6 5 2 2 BRF 1999 2045 787 3 BR 217 315 625 4 BR 62 65 71 5 BR 0 0 3 Waiting List Characteristics % Minority 21 20 24 % Female Head of House 80 80 77 % Very Low Income 84 84 T1 % Community Resident 55 56 58 Number of Certificate Holders 550 478 325 Certificate Holder Characteristics % Minority 20 18 19 % Female Head of House 81 80 79 % Very Low Income 79 79 84 % Community Residents 60 64 59 Number of Contracts 2998 2945 2980 Contract Household Characteristics % Minority 9 9 8 % Female Head of House 91 91 90 % Very Low Income 92 92 91 i Elderly 22 23 23 i Family 78 77 77 % Commmunity Residents 48 48 51 • HMHRAI/ML063A FIRST MEETITw HENNEPIN COUNTY MANAGEMENT ADVISORY ODMMITTEE NOVEMBER 28, 1984 The advisory committee was called to order at 4:30 P.M. in the meeting room of the Ridgedale Library. Attending the meeting were: Dave Winter, Senior Planner - Hennepin County Mark Banwart, Planner - Hennepin County Carl Michaud, Planner - Metropolitan Council Tom Anderson Ed Grabowski Bob Sharlin Charlie Thomson Kim Boyce A. William Johnson Phyllis Jessen John Wright Carol Johnson John Leadholm Chucx Kutter Roz Shoulin Archie Reed Doris J . Comet David E:latke, Jr. Margaret Fuller Rick Person Al Balgaard John Whitman Richard Zilka, Jr. Marilynn Corcoran Georgia DeCoster Mike Pauling Ron Jehn Don Ostenson Clarence Oster Susan Covnick Richard Schieffer Ray Stockman John Wright Dave Winter thanked the members for attending thE meeting. &yyiew DLCamnittee Purpose Dave Winter explained the purpose of the committee that is set forth in state legislation. A hand-out describing the solid waste master plan conten-� was passed out. MetropQlitAn_Q_ ci:_ LYQlvement Carl Michaud, a planner with Metropolitan Council, provided -.i overview of the solid waste management process within the metropolitan area and recent developments which :nay affect the County's solid waste master plan. Carl provided a hand-out entitled: PART 4: REGIONAL SYSTEM PLAN. Carl stated that the plan requires the prohibiting of processible solid waste from lEndfills, and mandatory scirce separation of recyclables and compostable yard waste; requires regional processing and recycling services, encourages metropolitan counties to cooperate; recommends counties provide collection and management of small amounts of hazardous wastes from residential and com:*rcial generators; provides for region -wide public education and participation program, and resource recovery market development; encourages organized collection; regLires equal comparison of technology and inherent suitability in determining locations for solid waste facilities; and requires that the available operating capacity of the regional land disposal system not exceed six years. Carl continued with his presentation, talking about restricting landfills for the di-posal of residues only and requiring that yard waste:: be compr)sted. A position paper was handed out, and briefly reviewed. Carl Michaud described the landfill surcharge, and stated that Metropolitan Council will. propose legislat;Dn to request $15 million dollars from the state legislature to provide up -front capital to expedite abatement activities. Zhe money would be rep3id by the landfill surcharge. Carl stated that the Metropolitan Courcil's solid waste policy plan, which is due in Janu;iry, 1985. HP indicated that some drafts would be forthcoming by the end of December. Existing Sitwr ion in rlty Dave Winter provided an overview of Hennepi.n's current solid waste activities. Mr. Winter discussed the designation plan and how it fits into the solid waste managemenv. planning process an(: the development of a waste -to -energy facilit,.-. Camuttee Gzrration Discussion on ham.: to proceed with t..e master plan preparation was discussed. General consensus of the committee members indicated that the staff will describe the existing situation and the committee will provide the policy direction. Mr. Sharlin asked ,.!,-re the County was at with the preparation of the master plan. Ray Stockman felt that the staff should prol�ide the data, facts, and options and the committee would set policy. Charlie lbomson suggested that staff formulate an outline of the master plan and then the committee could attach policies. Susan Covnick suggested that the committee should have a small group of cities, industry and citizens representatives to work closely with the staff to schedule meetings, set agenda items and establish a way for the committee to operate at future meetings. It was suggested two members from each representation group comprise an executive committee. The convdttee broke up into small groups made up of city, industry and citizen representatives to determine who would be on the executive committee. Susan Covnick and John Wright will represent the citizens. Representing the cities are Bob Sharlin and Richard Schieffer. Representing industry are A. William Johnson and Chuck Kutter. Staff will notify members of the next meeting, after comnunicating with the executive committee. The Hennepin County Solid Waste Management Advisory Committee concluded at 6:15 p.m. MSB:d'r HCSWMI-.C. Second Meeting HENNEPIN ODUNTY SOLID WASTE MANAGEMENT ADVISORY COMMITTEE The advisory committee was called to order at 4:37 P.M. in the meeting rear, of the Ridgedale Library. Attending the meeting were: Dave Winter, Senior Planner - Hennepin County Mark Banwart, Planner - Hennepin County Carl Michaud, Planner - Metropolitan Council Roh Dehn Archie B. Reed Roz Shovlin Clarence C. Oster Carol K. Johnson Rick Hlavka John Whitman Susan Covnick John Wright Alvin T. Balgaard Tnd ,mot r- presentat i y-eB A. William Johnson David A. Klatke, Jr. MetrppDlitan COurjC;j MVXj*- C Josephine D. Nunn Debbie Porter Phyllis Jessen Thomas Anderson Richard Schieffer Robert Sharlin Charles S. Tomson Marilynn Corcoran Doris J. Comet Robert T. Derus Ray Stockman -51 "IMEMWE11 John Leadholm Hilmer Hartman Luther Nelson Mary Heitzi9 The purpose of the second meeting of the Hennepin County Solid Waste "anagement Advisory Cortmittee was to discuss and to make a decision cn the and content of comments which will be presented at the January 28, 1985 Public clearing on the Metropolitan Council's Solid Waste Management Development Guide/Policy plan. Tinmli,ttal of Srxr4�ent� The committee members discussed various points an.3 considerations in the transmittal of the committee's comments to the Metropolitan Council. The committee approved the offer by Richard Schieffer to present the ccmTdttee's cLimients at the Public Hearing. It was decided that the presentation, sho,ild be given at the evening session of the Public Hearing to allow as many committee members to attend as possible. Hennepin County Solid Waste Managc,nent Advisory Committee members who are planning to attend the January 28, 1985 Public Hearing on the Polir-v Plan are: Carol K. Johnson Bob Derus John Wright Rick Hlavka Richard Schieffer Ron Dehn John Whitman Charles S. Thomson Doris J. Conzet Mary Heitzig Marilynn Corcoran Susan Covnick Extra copies of the comments will be provided for the Public Hearing as suggested by Josephine Nunn, Metropolitan Council Member. Review and Changes of Draft CammentL; The discussion of the draft comments centered around item A: 8 General &agtions and Qyrall _GaiIIilel= - A five year time frame for prohibiting all processible wastes from landfills is Lr-&ealistic ... Executive Committee member explained the rationale for using the term "unrealistic". - large increases in the volume of recyclables and compost needing marketing would not and could not be handled by the existing recycling industry. - EIS review p.ocess for a waste facility development requires more time on the average than is z-lowable to meet the policy plan goal of prohibiting processible waste from landfills by 1990. Other committee members voice-1 concetrs of: 1.) the possibility of changing social and behavioral attitudes towards source separation within five years, 2.) enforcing mandatory source separation ordinances, 3.) :government involvement in market development, 4.) institutionalizing solid waste as a public utility, 5.) costly programs that won't work, etc,. Luther D. Nelson, Metropolitan Solid Wds*c Management Advisory Committee Ma-ber, expressed two areas of concern: 1.) there is no siting authority, 2.) the policy plan assumes mandatory source separation although this is ar issue which mast be decided upon by the state legislature. Several questions were directed to Metropolitan Council Staff, regarding: - Citizen dnd expert input in the preparation of the policy pla:,; - Criteria used to determine the dates for the development schedule; - Possible repercussion of not meeting policy plan objectives. Carl Michaud stated that the Metropolitan Waste Management ._.visory Caff nittee provided citizen input in the preparation of the policy plan. Mr. Michaud also stated that the main target year was 1990 for the prohibiting of processible waste from landfills, and the other dates were just intermediate dates. Metrope.1itan Council is required to report the status of meeting policy plan goals directly to the legislature. Several of the committee members stated that, through public education, many of the source separation goals could be reached. Dick Schieffer proposed a wording change to Item A. - The word "unrealistic" changed to "should be adopted as a goal for the metropolitan area". After additional discussion and ot) !r proposed changes, the Hennepin County Solid Waste Management Advisory Connittee voted and approved the Schieffer proposal. The coninittee a -so decided that the executive committee -,houlo revise the Comments to raflect the change in tone. The executive committee will meet on January 23, 1985 to revise the Comment:,. The Meeting was adjourned at 6:10 P.M. MSB:dlr HENN[PIN Ll L 'f ►-r.,:. i�;f ' . fi t.i . • _ �' :'� ��;-f••J' .w`JV t ��J`?GY ,,•.� r ,1ir►nca►-':�iis, �/!I� .r►cs��;:� �b487-0163 r, ' 348-6846 1:. FEB - 11985 ' I January 31, 1985 Regarding Hennepin County's Solid Waste Management Advisory Committee To City Administrator/Clerk: In 1984 the Minnesota State Legislature mandated each county in the metropolitan area to establish a Solid Waste Management Advisory Committee to aid in the preparation of the County's Solid Waste Master Plan and revisions thereof. In an effort to keep Hennepin's municipalities abreast of the Hennepin County Solid Waste Advisory Committee's activities, the County staff, at the Committee's request, will send you the minutes of the Committee's meetings. If, for any reason, you have further questions, please call me at 348-4491. Si rely, ve Winter Senior Planner DGW/MSB:mvr Attachments: HCSWMAC Minutes (November 28. 1984) HCSWMAC Minutes (January 21, 1985) HENNEPIN COUNTY kw'! February 8, 1985 WEEK OF FEB. 11 - FEB. 15 - --- NOTE: This publication contains a one -week list of meetings and agenda items for the Metropolitan Council, its standing committees and advisory committees, as well as similar information for the Regional Transit Board. It is mailed every Friday to a contact person in the region's local governments and to the Twin Cities media. Meetings and agendas occasionally must be changed. For this reason, anyone planning to attend meetings should verify the information in advance. Call 291-6464 to do so. Media should continue to call Ken Reddick, 291- 6422, or Lyi,na Williams, 291-6511, for more information. Metropolitan Systems Cortm,'ttee - Monday, Feb. 11, 4 p.m., Conference Room E. The committee will discuss the Metropolitan Development Framework and Metro- politan Investment Framework issues related to light rail transit analysis. It will also review the possibility of doing a motor sports facility study. Metropolitan Parks and Open Space Commission - Monday, Feb. 11, 4:30 p.m., Coin Chambers. The commission will hear a report and recommendation on the revised Recreation and Open Space Capital Improvement Program for FYs '86 and '87, and a legislative update. Senate Luca! and Urban Government Committee - Tuesday, Feb. 12, 10 a.m.-noon, Room 5, State Capitol. Chair Gardebring to testify on legislative auditor's report on Met Council. Air Quality Committee - Tuesday, Feb. 12, 10 a.m., Conference Room B. rh,e committee witconsider air quality activities at the airport, SIP amendment and proposed legislation on tax on leaded gasoline. Deve'o mental Disabilities Advisory Committee - Tuesday, Feb. 12, 1 p.m:, 'onfarence Rioms C and 0. The committee will receive nominations to fill a vacancy and approve committee appointments. It will review the OD component of Health Systems Plan, FY 185 DO Project and legislative information. Colleen Wipck, executive d`rector of the DO Planning Office of the state Planning A i, will discuss 1984 amendments to the DO Act. ML ,titan Taste Management Advisory Committee - Tuesday, Feb. 12, 2 p.m., �ow,c:il Chambers a ComnjitL'•e will hear an updatE on Council solid waste actions and review the Solid Taste r,,licy Plan public hearing record. Metro HKA_Adv _ -or C_mimi ttee - Nei-nesday, Feb. Z, 9 a.m. , LL Rr' committee w4T consider a -evised grievance pro(.% ore. ,Metro Subcabinet - Wednesday, Ft 13, noon, Conference Roun B. The subccm- mittee wil; hear legislative process status reports on -'arks O&M funding and ITB draft aroposals, it wi',' also hear SPA status report. = )n the Metro �,g nificance Study and on the manage+renc st; dy of the '4WCC- it wi l t explore the possibility )f establishing a study group for an ?11 is comno ssion. Metropolitan Health Planning Board - Wednesday, Feb. 13, 4 p.m., Council Chambers. The boar will hear Deidre Richards, R.N. with Mimi. Health Dept., speak _bout the Minnesota Healthy Mothers, Healthy Babies Coalition. The board will hear a report from the legislative committee. It will also consider a planning committee report on the review of bi,-th and death data logs for 1982. RTB Policy Committee - Wednesday, Feb. 13, 4 p.m. in the PTB Boardroom, Suite 270 -Metro quare B dg. The committee will discuss Metro MouiI"ty. Public snaring, Metropolitan Health Planning Board - Wednesday, Feb. 13, 5 p.m., Council Chambers. Public reaction to Abbott Northwestern Hospital's bid to buy a $2.47 million magnetic resonance imager. RTB Committee of the Whole - Wednesday, Feb. 13. 5 p.m., Council Chamber:. The committee will review staff evaluations and recommendations on transit alternatives in three corridors. iousE Local and Urban Affairs Committee Thursday, Feb. ld, ,000-Z p.m., d r.m.- p.m., Room 20 , State Office Bldg. Chair Ga,deb to testify on iegisiative auditor's report on Met Council. Metr_politan and Community Development Committee - Thursday, Feu. 14, 1:30 p.m., Council Chambers. The committee will review the env i rinment a I assessme-. worksheet (EAW) for Oakdale, the Council mission statement, the humar, servo -es trends acid i.sues project and the ( `izen participation plan. The cor-4t.tee will also reconsider its stand on t arts high school. Metropolitan Co,!ncil - Thursday, Feb. 14, 4 p.m., Council .hWabers. The Council will ac`. on the :omprehensive plan arr._.idment for Rloomington for TH 77 and the Killebrew Drive Ijiterchange. Metropolitan and Community Development Committee report: McKnight Excellence in the Arts Awards; plan for the service delivery ;ystem f older people in Scott County; public hearing for the '�85 Annual Implemer. Plan with the Metropolitan Health Plannirin Board; Oakdale FAA. Metro olitan Systems Committee rep `: Amendment to A,r .;uality Control Pi-- for transportation, approval of Tr 77, Killebrew Drive Intercnange rek ,n; di �,lopment tyrant amendment for Bunker Hills Regional Park in Are', Cou! , �i; master plzn :P-.-, Jment for South Washington Regional Park; ''ev?lopu-. it gran`. equest for Central Yi,_�i;sippi Riverfront Regional Park. Management Committee rer,ort: 1985 Compensation Plan; indication of support for continuation of land ,ise automation in 1986 budget; approval of firms for i • vestment and deposits J funds; F edera l 1985 Health Fanning '4or.• ''r�u-;ram; ')posal for Minority Is5les AJvisory Committee. Envirwritental Resou,,:es Ccmrnittec, report: Cr!t,ri,!e of Citizen; _eagz_; ro, 'id WJstz Dispos•.I -- Getting Economics into the Environ,-`,r'yjl Sol ner, •--nt t, soaping dec'sin^ document, for the Ramstf/Washington 4&, .:,-tnergy Project environmental impact statement. hair'; report: ,iason to the Metropolitan 1-C•5,10 to Control ui5trict. ;r sw.�ards Reception - Thursday, Feb. it', fJ* lowing Council -nee'_ina �ounc l l -.-hampers. RT3 Admin ration and Finance :omnittee - T+,. ;day, Feb. 14, 5 p.m., RT6 oa�Tn, , i tC 'Metro 3vqu - e ,d9. / '--___- a � MLNit q)T W �bAWhlll(;INE� 'T DATA: psssc pFcN*Fw'wn 51rwr FY a�ml •. Aa-,a,wc. s .ylpltuy� S.Y FAW nWalFtMelrT;Ao4ceNf wnti�;l7�'�a,e1s), II�iE4. . ZWfEeNKZeri Zrll iMI P&e PF"t QII�FIA4r11�7•sI IY{N19i7N/A41rfi"tlilMaP. NOTES: AAV+A s- t l Rut "-�b WWAFpA4hs' 14. I.E4Z IV ZW a'.NopIMtE'ASE� NET 6J'tZ-" Wr --4 M 11N6b yf WT04 p(.ra^eVNIMI.►!oi ��l�P•IEM( DI s••.S •.pYfb ?Gt be»15%toi ro.l•W�FPcE'xW+cP'e .ys, 44 AREA. (oF.v iD ��IFVVAL9L `P°nif (l+t%• ZZ44.4 &OAAf. •'LE( Of AFZA A VALS & roi V%UO -We I,W.•i la"FE PW gym'- rAPSA AudIIV - sWsd-a!!tAl. e---PH(Rz PfPc- om"P t1'YA �'p: 'ANf• AIEf dM ec : KK a'19 s�E(p.,c ow.{�Aw'a1.^ 'RlGK 12,fGri C-OlpxIED awe- 'ifiW.�l -.W 1pj-m NJJI'AM, ---- .�/ YEPd:i M4� taL•'6 VNII. 7�ONMER'i6�EMIX .4.FN-lN4 -1eME8 HiC'GOZ-t • �'!�s 9'xu. /8}Y7rntL EJ 61W:eM. A+'+ti .•Z1ISEMSs) (AU, ofaaF-�'u+c�.cc rawalc .Iw, . srzp ssrKws� yam. a+So 7r; fB �GaH I Ip C MRS. RICHARD RAGATZ 1945 Concordia Street PROPERTY LAYOUT W/ PROPROSED DECK 194 ORONO, MINNESOTA � t% David A. Kkwht Associates, Inc. I Landscape Architects - Site PlannersW EAYn, Mwmoto 55435 612,9'.0 7550