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<br />Prepared by: Bolton & Menk, Inc. SUNRISE DRIVE <br />2023 Street Improvements (Sunset Court, Sunrise Dr, Spruce St) ǀ 0N1.127995 Page 4 <br />III. SUNRISE DRIVE <br /> Background <br />Sunrise Drive is an urban residential street. <br />Annual average daily traffic (AADT) data for <br />this road is unavailable but assumed to be less <br />than 1,000 vehicles per day classifying it as a <br />low-volume road. Refer to Figure 1 in Appendix <br />A for a depiction of the project location. <br />Over the years, Sunrise Drive has received crack <br />seal and sealcoat treatments in an effort to <br />prolong the life of the pavement. Annual <br />pavement patching has also occurred as needed. <br />Similar maintenance on City utility infrastructure <br />has occurred on the streets since their <br />construction. <br /> Existing Conditions <br />1. Streets <br />Sunrise Drive is a bituminous roadway that <br />measures 30 feet from face of curb to face <br />of curb and has surmountable concrete <br />curb and gutter on the north and south <br />sides. The pavement shows signs of wear <br />and distress, including cracking and <br />potholes, which are typical for a pavement <br />of this age. Refer to Figure 2B in Appendix <br />A for a depiction of the existing utility infrastructure. <br />2. Watermain <br />The existing watermain is a 6-inch diameter ductile iron pipe which stems south-east <br />into the cul-de-sac from Sunset Court and continues south along the road. The water <br />system has performed well, and there are no known deficiencies with the system. Based <br />on the age, type, and positive performance of the watermain, the useful life of the <br />system is expected to outlast the pavement improvements detailed in this report. <br />3. Sanitary Sewer <br />The existing sanitary system is an 8-inch diameter vitrified clay pipe that runs north to <br />south where it eventually bends east into the system running underneath Edgerton <br />Street. City maintenance personnel have noted no known deficiencies within the <br />existing sanitary system. Additionally, Bolton and Menk staff reviewed each sanitary <br />sewer structure within the project area. The structures are precast and found to be in <br />good to very good condition. Based on the age, material, and historical performance, <br />the sanitary sewer system is anticipated to outlast the pavement improvements <br />described in this report. <br />4. Storm Sewer <br />The existing stormwater infrastructure in the project area is confined to the southern <br />side of Sunrise Drive at the bend where the water runs along the curb and makes it way <br />to those two structures. It then runs west where it drains into a detention pond. The <br />segments are composed of reinforced concrete pipe with a 12-inch diameter. <br />City maintenance personnel have noted that there are no known deficiencies with the <br />Exhibit 2 - Existing Sunrise Drive