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or grinding of the entire street surface is necessary on streets where performing an OL would raise the crown and increase the cross slopes, particularly along the parking lane, to an unsatisfactory level Pavement Milling and Filling (Mill/Fill): This construction method involves the removal of the existing asphalt concrete layer and base material by cold-plane milling, then applying 3 inches of HMA. This method of repair is used on streets where the existing pavement surface is so distressed that it must be completely removed down into the aggregate base prior to street reconstruction. The paving operation generally takes place the same day of the milling operation. STREET NAME BEGIN LOCATION END LOCATION AREA TREATMENT SANTA RITA RD WEST LAS POSITAS BLVD OLD SANTA RITA RD 94,025 OUF SANTA RITA RD STONERIDGE DR WEST LAS POSITAS BLVD 152,990 OUF SANTA RITA RD STONERIDGE DR MOHR AVE 220,195 OUF ANDREWS DR OWENS DR OLD SANTA RITA RD 85,123 OL APACHE DR WEST LAS POSITAS BLVD END/CROW CT/APACHE CT 13,783 MILUFILL APACHE CT APACHE DR END 10,672 MILUFILL CROW CT APACHE DR END 10,503 MILL/FILL MOHR AVE SANTA RITA RD KOLLN ST 21,000 OL MOHR AVE KOLLN ST OLD RR XING 23,766 OL MOHR AVE OLD RR XING KAMP DR 22,000 OL MOHR AVE KAMP DR 400FT E/O NURSURY DR 35,000 OL FIRST ST VINEYARD AVE W/O STANLEY BLVD 65,848 OUF STANLEY BLVD W/O STANLEY BLVD CALIFORINA AVE 140,216 OUF ALVARADO ST SANTA RITA RD(FRONTAGE) KOLLN ST 37,283 OUF GRAHAM ST SANTA RITA RD(FRONTAGE) KOLLN ST 38,987 OUF SCHOOL ST SANTA RITA RD(FRONTAGE) KOLLN ST 40,830 OL JENSEN ST SANTA RITA RD(FRONTAGE) KOLLN ST 43,011 OL KOLLN ST NEVIS ST JENSEN ST 33,625 OUF SANTA RITA RD FRANCISCO ST S/O WELLS ST 50,344 OUF FRONTAGE SANTA RITA RD S/O WELLS ST S/O JENSEN ST 35,806 OUF FRONTAGE WEST ANGELA ST MAIN ST FIRST ST 22,167 OL NEAL ST MAIN ST FIRST ST 32,358 MILUOL BLACK AVE CRESTLINE RD GREENWOOD RD 85,876 OUF SUTTERGATE SANTA RITA MOHR AVE 90,870 OUF The second component of the project consists of preparatory work for approximately 2.1 million square feet of roadway scheduled for slurry sealing later this year. This work consists of crack sealing and/or pavement repair, as necessary. Crack sealing involves cleaning the pavement cracks in preparation for applying a joint sealant and smoothing the applied sealant so that the material is flush with the existing asphalt concrete surface. Pavement repair involves removing 4 to 6 inches of the existing pavement section down to the roadway aggregate base material and replacing it with new asphalt concrete with the same thickness that was removed. This is done when the pavement has failed in isolated areas and before the entire street surface is slurry sealed. Page 3 of 7