R2019-59 Resolution Authorizing an Agreement with the State of Illinois for Improvements to U.S. 36 (Eldorado Street) from Fairview Avenue to Church Street, City Project 2019-32

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each direction, retaining the existing B6.24 combination curb and gutter and providing for twa 12-foot wide through traffic lanes, 6-foot wide (and varies) median shoulders and 8-foot wide outer shoulders in each direction(8-foot wide outer shoulder transitions to a 12-foot wide right- turn lane at the eastbound approach to the intersection of FAP 323 (U.S. 36) and West Eldorado Street). 3. WEST ELDORADO STREET (U.S. 36) TO OAKLAND AVENUE: Mill and resurface the existing variable-width pavement, retaining the existing variable-width concrete median and providing for two 11-foot wide (minimum)through traffic lanes in each direction, a 10-foot wide (minimum) left-turn lane at the westbound approach to the intersection of FAP 323 (U.S. 36) and West Eldorado Street, a 10-foot wide (minimum) left-turn lane at the eastbound approach to the intersection of FAP 323 (U.S. 36) and Oakland Avenue, and a variable width outer shoulder eastbound at the service entrance to the Millikin University football field; modernize existing traffic signals and attached highway lighting and improve curb �amps to comply with the Americans with Disabilities Act (ADA) at the intersection of FAP 323 (U.S. 36) and West Eldorado Street. 4. OAKLAND AVENUE TO VAN DYKE STREET: Mill and resurFace the existing 54-faot edge- to-edge pavement width, retaining the existing curbs and providing for four 11-foot wide through tra�c lanes, two in each direction, and a single 10-foot wide two-way left turn lane; modernize existing traffic signals at the intersection of Eldorado Street(FAP 323)and Oakland Avenue; improve curb ramps crossing FAP 323 (U.S. 36) at the intersection of Oakland Avenue to comply with the Americans with Disabitities Act (ADA). 5. VAN DYKE STREET TO 400 FEET EAST OF VAN DYKE STREET: Improve curb ramps crossing Eldorado Street (U.S. 36) at the intersection of Van Dyke Street; extend the existing retaining wall located south of FAP 323 (U.S. 36) to the west as indicated on the plans. Pavement improvements shall be omitted from this portion of the project. 6. 400 FEET EAST OF VAN DYKE STREET TO WEST OF CHURCH STREET: Mill and resurface the existing 54-foot edge-to-edge pavement width, retaining the existing curbs and providing for four 11-foot wide through traffic lanes, two in each direction, and a single 10-foot wide two-way left turn lane (pavement width varies in the northernmost westbound lane in the vicinity of the Church Street intersection); mill and resurFace the 11-foot wide westbound right -2-