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FINANCIAL STATEMENT Project funding totals $3.1 million dollars with $27,788 expended to date. The total estimated project expenditure is $4,544,390, leaving a project shortfall of $1 ,444,390. Staff recommends the transfer of $385,000 from various CIP projects, and an allocation of $1,059,390 from the Measure F fund and the Streets CIP fund, as outlined in the recommendations above to complete funding for this project. Funding and anticipated project expenditures are detailed in Attachment 1. BACKGROUND The City has two annual projects designed to maintain roadway infrastructure. One project resurfaces various roadways by overlaying existing pavement with a new layer of asphalt concrete, while the other project slurry seals a different set of roadways for preventative maintenance. These projects, working in tandem, are designed to maintain the City's roadway pavement. The Annual Street Resurfacing and Preventative Maintenance Project has two components. The street resurfacing component includes installing a new layer of asphalt concrete over the existing pavement, repairing pavement distressed areas, crack sealing, adjusting manholes and water valve boxes to grade, installing pavement markers, and installing traffic detector loops. The roadway preventative maintenance component includes preparatory work for the upcoming Annual Street Slurry Seal Project, CIP No. 20504. The preventative work will include sealing pavement cracks and repairing pavement in isolated distressed areas. This preparatory work is required prior to the slurry sealing operation, but is included as part of the paving project for both cost savings and optimal results. The slurry seal project is scheduled to begin construction immediately after the completion of this project's preventative maintenance component. DISCUSSION The first component of the project consists of resurfacing approximately 1.4 million square feet of pavement on the streets listed in the table below (see Attachment 2 for map). Depending on the condition of the existing street, the appropriate roadway rehabilitation treatment method(s) listed below are used. (The column on the right of the table indicates the treatment that will be used on each street section.) Overlay (OL): This construction method involves grinding the edges of the existing pavement and placing a new surface course of 1.5 to 1.75 inches of new asphalt concrete over the top of the existing pavement. Grinding the edges is necessary to conform the new overlay with the existing curb and gutter. Overlay with Fabric (OL/F): This construction method involves grinding the edges of the existing pavement and placing a layer of paving fabric on the pavement prior to applying a new surface course of 1.5 to 1 .75 inches of new asphalt concrete over the top of the existing pavement. The paving fabric is needed when the existing pavement has cracking caused by heating and cool cycles. The paving fabric "bridges" these cracks that are only in the surface layer. Without the fabric, the cracks would quickly propagate to the surface of the new pavement, known as "reflective" cracking. Pavement Milling and Overlay (Mill/OL): This construction method involves the removal of the existing asphalt concrete surface layer of the entire street surface by cold-plane milling, then applying of 1.75 inches of new asphalt over the street surface. The milling Page 2 of 7