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I I f I I I I I I Ie I I I I I I I , I 2005 PAVEMENT MANAGEMENT PROGRAM I B. BACKGROUND - The project area that is being considered for the 2005 Pavement Management Program is a primarily a light industrial and commercial business area. The area receives a significant amount of semi-trailer and truck traffic, which are vital to the commercial businesses within the area. A few of the businesses in the project area are retail oriented and are typically located along Lexington Avenue however the majority of the roadway network serves employees and deliveries/trucking for a variety of large and small private businesses. Special consideration of the importance of consistent access to each business in the area will be made throughout the design process and construction activities to minimize any inconvenience and disruption of business operations, A number of infrastructure deficiencies have been identified in the area which have lead to the inclusion of this area into the 2005 Pavement Management Program. The following table provides information on the street pavements which are included as a part of this feasibility report: Exist. Prop, PCI PCI Original Last Street Name Width Width 2000 2002 Const. Maior Work Dunlap Street 30 32 75 36 1970 None TH 51 Frontage Rd (north) 24 32 64 53 1970 None TH 51 Frontage Rd (south) 24 32 43 22 1970 None Red Fox Road 45 45* 70 32 1970 None Grey Fox Road 33 33* 67 53 1970 1982-0verlay Northwoods Drive 37 37* 85 82 1986 None · M&O - No change to existing width proposed for streets identified for Mill and Overlay, Dunlap Street is identified for reconstruction for a number of reasons, Its pavement condition is very poor, the roadway does not include concrete curb and gutter and is less than 32 feet wide, the existing profile promotes poor drainage and leads to standing water for extended periods following rain events, The roadway is often at the same elevation as adjacent parking lots which leads to ponding within private properties as well, Runoff from the roadway is not currently treated to improve its water quality prior to discharge into downstream waters, -..-.. ,~~~ i :4- ;f'l ~<:i. -;~~,~.' -.(~:~:::-j:.,<,-". '~,.'~ t... :t;;o:~~~; Ii "" ~~ TH 51 Frontage Road is also identified for reconstruction for a number of reasons. Its pavement condition is very poor, the roadway does not include concrete curb and gutter and is only 24 feet wide, the northern half of the existing roadway is very low in URS 3