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7� <br /> CONFORM ® E.P. <br /> 4' MINIMUM __EP_ <br /> EXISTING <br /> SURFACE 4' <br /> �• � 4 <br /> CONFORM <br /> EXISTING WIDTH <br /> 0.50' ASPHALT 12 MIN. <br /> CONCRETE <br /> TYP E D <br /> PAVEMENT REPAIR DETAIL 0.30' ASPHALT CONCRETE OVER SHAPED <br /> AND COMPACTED NATIVE MATERIAL. <br /> o NOTE: WIDTH (4' MINIMUM). APPROXIMATE <br /> DIMENSIONS USED FOR ESTIMATING PURPOSES NOTE: PORTION OF EXISTING CONCRETE DRIVEWAY <br /> ARE AVAILABLE UPON REQUEST. DIMENSIONS FROM EDGE OF PAVEMENT TO 4' BEYOND SHALL BE <br /> D AND LOCATIONS ARE SUBJECT TO CHANGE AT REMOVED. CONCRETE SHALL BE SAW CUT TO PROVIDE <br /> z v ENGINEER'S DISCRETION. A NEAT STRAIGHT JOINT AT THE CONFORM LINE. <br /> m -' SAW-CUTTING OF CONCRETE SHALL -BE CONSIDERED AS <br /> INCLUDED IN THE CONTRACT LUMP SUM UNIT PRICE <br /> M a -FOR REMOVE CONCRETE. <br /> m STA. 259+95, STA. 260+90 & STA. 261+70 (LT.) <br /> b <br /> v <br /> D <br /> STANDARD FRAME AND COVER <br /> o ASSEMBLY (REFER TO SJCO STD. CONFORM E.P. <br /> 12" DWG. CW-M1 .) _ <br /> � <br /> 0 A.C. OVERLAY DIA. OR SQ. EP j <br /> � <br /> R R 4' <br /> 11 4" CONFO <br /> EXIST. ROADWAY <br /> 6" RM <br /> ° EXISTING WIDTH <br /> P.C.C. 3°° 6 12' MIN. <br /> �A� TYPE E <br /> EXIST. SURVEY MONUMENT <br /> UNDISTURBED °t TO REMAIN IN PLACE AND v" <br /> �+ VARIABLE DEPTH ASPHALT CONCRETE <br /> cn �� � � I'� F:��-rbc d-t-, �� ..___ <br /> BASEMENT SOILS UNDISTURBED. OVER EXISTING PAVED DRIVEWAY. <br /> SURVEY MONUMENT DETAIL f)ectinoThom Site gaTYPICAL DRIVEWAY DETAIL <br /> m <br /> z <br /> O <br /> COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION LONE TREE ROAD RESURFACING Sheet No. <br /> Q DEETAILS (Murphy Road to Van Allen Road and Sexton Road to Brennan Avenue) 8 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br /> Enrique Siva 12/10 <br />