6.3. SR 02-07-2005 - Laserfiche WebLink

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I I I I I I I I I I I I I I I I I I I IV. EXISTING CONDITIONS Street A summary of the streets to be reconstructed including existing width and whether or not concrete curb and gutter and sidewalk exist is presented in the following table: Street Length Existing Width Curb and Sidewalk (feet) (feet) Gutter Upland Avenue 1365 20 No No Tipton Avenue 825 25 No No Fifth Street 305 19 No No (Upland to West End) Fifth Street 315 32 No No (Sevmour to West End) Fifth Street 305 32 No No (Sevmour to Rush) Fifth Street 860 39 Yes One Side (Rush to Proctor) Fifth Street 425 40 Yes Both Sides (Proctor to Oxford) Fifth Street 580 34 No No (Oxford to Norfolk) Seymour Avenue 275 14 No No Rush Avenue 275 32 No No Quinn Avenue 260 28 No No Oxford Avenue 160 32 No One Side Norfolk Avenue 240 28 Yes One Side In late fall of 2004, a geotechnical evaluation was performed in the area of the 2005 Street Reconstruction Project. Eighteen soil borings were taken, one on each street block of the project. The soil borings indicated between 2-inches and 6-inches of existing bituminous and between 3-inches and 8-inches of aggregate base material throughout the study area. The geotechnical report is provided as Appendix A. Sanitary Sewer 8-inch sanitary sewer is located on all the streets in the study area with the exception of Rush Avenue, Quinn Avenue, and Oxford Avenue where there is currently no sanitary sewer. The majority of the existing sanitary sewer is made of concrete, with a few segments constructed of vitrified clay pipe. The existing sanitary sewer system is shown on Exhibit 2. Watermain 4-inch ductile iron pipe watermain is located on all the streets in the study area with the exception of Seymour Avenue and Quinn Avenue where there is currently no watermain. The existing watermain is shown on Exhibit 3. 2