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ABBIE ST MIRADOR DR COUNTY LINE OL/F <br /> JUNIPERO ST SONOMA DR SUNOL BLVD OUF <br /> LOS BIOS CT DOLORES DR END OUF <br /> MONACO CT MONACO DR END OLIF <br /> LONE OAK CT LONE OAK DR END OL <br /> TOMAS WAY JUNIPERO DR LONE OAK DR SAMI <br /> LONE OAK DR JUNIPERO DR TOMAS WAY SAMI <br /> ARLINGTON CT ARLINGTON DR END SAMI <br /> ARUNGTONDR HAMILTON WAY MATTHEW CT - SAMI <br /> BLOSSOM CT AMBER LANE END SAMI <br /> HAMILTON WAY ARLINGTON DR AMBER LANE SAMI <br /> ARLINGTON DR MATTHEW CT CARRIAGE DR SAMI <br /> ARLINGTON DR SUNOL BLVD HAMILTON WAY SAMI <br /> AMBER LANE HAMILTON WAY 350'N/O HAMILTON WAY MIWOL <br /> AMBER LANE HAMILTON WAY CARRIAGE DR OL <br /> CARRIAGE DR - HAPPY VALLEY RD - ARUNGTON DR OL <br /> MATTHEW CT ARLINGTON DR END OUF <br /> BRIANNE CT CARRIAGE DR END OUF <br /> HANOVER CT HAMILTON WAY - - END OUF <br /> STANTON CT HAMILTON WAY END OL/F <br /> ROMEO CT AMBER LANE END OLD <br /> RANDALL CT HAMILTON WAY END OUF <br /> LANSING CT HAMILTON WAY END OUF <br /> SUNOL BLVD - - COUNTY LINE(BY 1-680) E/O 1=680 OUF <br /> JOHNSON DR STONERIDGE DR 1800ft WO COMMERCE SAMI <br /> (*) OL; Overlay <br /> OUF: Overlay with Fabric <br /> SAMI: Stress Absorbing Membrane Interlayer <br /> MILUOL: Pavement Milling and Overlay <br /> The following maintenance methods are being utilized for this project: <br /> Overlay: This construction method involves grinding the edges of the existing <br /> pavement, and placing a new surface course of 1.5" or 1.75" thickness of asphalt <br /> concrete on top of the existing pavement. <br /> Overlay with Fabric: This construction method involves grinding the edges of the <br /> existing pavement, and placing a layer of pavement fabric prior to applying a new <br /> surface course of 1.5" or 1.75" thickness of asphalt concrete on top of the existing <br /> pavement. <br /> Overlay with Rubberized Chip Seal: This construction method involves grinding the <br /> edges of the existing pavement, placing a 3/8" layer of asphalt-rubber binder and <br /> aggregate pre-coated with paving asphalt (called rubberized chip seal) and then placing <br /> a new surface course of 1.5" to 1.75" thick of asphalt concrete. This method is known <br /> as Stress Absorbing Membrane Interlayer (SAMI). The rubberized chip seal interlayer <br /> provides increased flexibility and reduces the likelihood of surface reflective cracking. <br /> The SAMI method will be utilized on streets that were originally scheduled to be <br /> reconstructed using the "rip-off" method, or "total recycle" method, without base <br /> stabilizer. The "rip-off' or "total recycle" method of pavement restoration would require <br /> the complete removal or grinding of the existing pavement surface. By using a stress <br /> Page 3 of 6 <br />