Laserfiche WebLink
MINUTES OF THE WORKSHOP MEETING <br />CITY COUNCIL <br />LITTLE CANADA, MINNESOTA <br />FEBRUARY 24, 1993 <br />Pursuant to due call and notice thereof a workshop <br />meeting of the Council of the City of Little Canada, <br />Minnesota was held on the 24th day of February, 1993 in <br />the Council Chambers of the City Center located at 515 <br />Little Canada Road in said City. <br />Acting Mayor Beverly Scalze chaired and called the <br />meeting to order at 6:00 P.M., and the following <br />members of the Council were present at roll call: <br />MEMBERS PRESENT: Acting Mayor Mrs. Beverly 5calze <br />Council Member Mr. Jim LaValle <br />Council Member Mr. Steve Morelan <br />Council Member Mr. Bob Pedersen <br />MEMBERS ABSENT: Mayor Mr. Raymond Hanson <br />ALSO PRESENT: City Admin. Mr. Joel Hanson <br />City Engineer Mr. Mike Lynch <br />Recording Sec. Mrs. Kathy Glanzer <br />STREET The City Administrator suggested that the workshop <br />RECONSTRUC- begin with discussion of the type of street design <br />TION POLICY that is appropriate for various areas of the City. The <br />City Administrator suggested that in an area where <br />there is limited access to a street, it might be <br />feasible to reconstruct with a 28-foot wide street, <br />thus dropping the cost by approximately $15 per front <br />foot from a 32-foot wide street. The Administrator <br />referred to the various options that have been <br />discussed for the reconstruction of Lake Street. The <br />Administrator pointed out the cost of the grind and <br />overlay option versus the reconstruction option. The <br />Administrator indicated that from a staff standpoint he <br />had a difficult time recommending the grind and overlay <br />option over the reconstruction given the cost <br />difference. The Administrator felt the Council needed <br />to decide what a road for a particular area should be, <br />that is, the width, the section, etc. <br />The City Engineer reported that the classifications of <br />5 ton, 7 ton or 9 ton mean the weight that a road will <br />carry during its most critical time, when the frost is <br />coming out of the ground. The Engineer also pointed <br />Page 1 <br />