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-15- Project 560 feet northerly from Ridgeway Road and the same dis- description: tance southerly from the Burlington Northern Railroad Bridge; existing road is 32 feet face to face from curb roadway is based in sandy clay with about six inches of concrete and two to three inch bituminous layer on top. Project cost: estimated to be $460, 000 based on engineer ' s experience with other state MSA projects. City' s MSA $188 ,0.00 end of 1986 , about $105 , 000 in construction accumulation: funds expected 1987 , leaving the City approximately $167 , 000 short to do the project. Options for advance encumberance of MSA allotments of approximately funding $42 ,000 each year for the next two years; shortage: sale of municipal state aid bonds amounting to $60 , 000 each year; General Obligation Bonds with principal and interest payments not to exceed annual MSA allotment; • City could lend its own funds to the project to be paid back by encumbering four years of future allotments which would probably be sufficient to do the project; at about $10 a foot under the City' s assessment policy, the cemetery could be assessed about $30 ,000 for. 2 , 800 feet; Project based on MSA rules and regulations; design: 36 foot, face to face, 9 ton axle load; 31 inch total pavement thickness; 30 mile an hour design speed. Project with February lst -project design authorization, con- schedule: struction could start- July 1st. Road grade: would be retained because of existing sidewalks. Existing only two inches behind the curb on golf course, creating right-of-way: problems ,to widen road and for construction; engineers suggest negotiating an additional 5 foot per- • manent easement and a temporary 10 feet from the Park Board;