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See Note BelowExisting <br /> METAL BEAM GUARD RAIL <br /> TERMINAL SECTION —Surface <br /> TYPE C <br /> Location Quantity Location Quantity <br /> Pixley Creek Bridge SE 25 L.F. Pixley Creek Bridge (SE) 1 Each 0.50' Asphalt Concrete <br /> Sta. 107+84 to Sta. 109+30 (Lt.) 162.5 L.F. PAVEMENT REPAIR DETAIL <br /> Sta. 111 +70 to Sta. 111 +92 (Rt.) 37.5 L.F. <br /> Total 225 L.F. Note: Width (4' minimum), length <br /> PLACE MONUMENT and locations to be determined <br /> FRAME AND COVER by the Engineer. <br /> TERMINAL SYSTEM Location Quantity R&D exist. A.C. Dike. Place <br /> TYPE ET Sto. 55+66 Lt. 1 Each AC Dike Type A. Refer Const. <br /> ( ) to S.P. A87 for details. <br /> Location Quantity Sta. 56+30 (Lt.) 1 Each �' <br /> Sta. 62+04 (Lt.) 1 Each 4' Varies <br /> Sta. 107+59 (Lt.) 1 Each Sta. 68+65 (Lt.) 1 Each Conform <br /> 79 Sta. 68+95 (Lt.) 1 Each <br /> 1 Sta. 73+36 (Ct.) 1 Each ' <br /> o Sta. 100+43 (Lt.) 1 Each Exist. A.C. Surface <br /> TERMINAL SYSTEM Total 7 Each A.C. DIKE CONSTRUCTION <br /> TYPE SRT Sta. 0+28t Lt. to Sto. 0+67+ Lt. <br /> Location Quantity <br /> Pixley Creek Bridge (SE) 1 Each Conform ® E.P. Conform ® E.P. <br /> o Pixley Creek Bridge (NE) 1 Each EP <br /> � Total 2 Each 1.1 1:1 8 R R <br /> o <br /> n <br /> F <br /> A Conform Conform <br /> Exis Width <br /> TERMINAL SECTION Min. <br /> (TYPE 12 <br /> Variable depth Asphalt Concrete <br /> B� 0.30' Asphalt Concrete over over existing paved driveway. <br /> shaped and compacted native R = Conform to existing radii <br /> o Location Quantity <br /> Pixley Creek Bridge (NE) 1 Each TYPE D TYPE E <br /> TYPICAL DRIVEWAYS <br /> 0 <br /> 0 <br /> D COUNTY OF SAN JOA(�UIN No SCALE SUMMARY OF QUANTITIES N. 99 FRONTAGE ROAD EAST RESURFACING Sheet No. <br /> m n (Eight Mile Road to Armstrong Road) 10 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DA <br />