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Conform ® E.P. <br /> CL Const. EP <br /> 12" Standard frame and <br /> Dia. or 8'Sq cover assembly <br /> A.C. Overlay (Refer to SJCO Std. 1:1 <br /> 6 Dwg. CW—M1.) <br /> 4" Remove Portion Concrete <br /> Exist. B" Curb and Paved Conform <br /> Roadway ;: Existing I <br /> P.C.C. I 6" Surface Existing Width <br /> 3 Existing Surface 12 Min. <br /> (Roadway) I _ <br /> Undisturbed Survey monuments A _ 1 0.30' Asphalt Concrete over <br /> basement soil 3/4"0 x 30" iron pin = — — — I shaped and compacted native <br /> ° with identification marks <br /> i <br /> (To be installed by others) o Note' <br /> o ( 1. Sta. 40+78 (Lt.) Portion of concrete driveway 3 <br /> shall be removed from the edge of pavement - <br /> SURVEY MONUMENT DETAIL to the nearest joint 12' to 15' ± as directed <br /> o , CURB REMOVAL by the Engineer. Where required, concrete <br /> s shall be saw cut to provide a neat and <br /> o r straight line. <br /> n m Y Const. <br /> 12'- TYPE D <br /> o m _ <br /> See Note Below I Conform ® E.P. <br /> m Existing -t <br /> SurfaceA.C. Dike Type C EP 'r• <br /> Refer to Caltrans } L <br /> o Existing RSP A87 for Details I 8' 1 ' <br /> p Surface ( i R R 2 t <br /> J ¢! <br /> 0.65' Asphalt Concrete <br /> Note: Varma Conform <br /> c <br /> 1 d <br /> Width, length and locations to be I1 <br /> determined by the Engineer. � ) <br /> Variable depth Asphalt Concrete ;, o <br /> 0.35' A.C. 0.25' A.C. Overlay over existing paved driveway. <br /> 9 R = Conform to existing radii <br /> 9J PAVEMENT REPAIR DETAIL A.C. DIKE REPLACEMENT � 'x ° <br /> f TYPE E <br /> CURB/A.C. DIKE DETAILS C_ r o Y <br /> m TYPICAL DRIVEWAYS W y <br /> Z Cr C <br /> COUNTY OF SAN JOA U `4 NO SCALE CONSTRUCTION DETAILS NORTH 99 FRONTAGE ROAD (WEST) RESURFACING Sheet No. <br /> Q I (600'± South of Eight Mile Road to City Limits) 8 of 9 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE I 041mr <br /> CD DATE SUBMDTED DATE I APPROVAL OMMENDED DATE <br /> vni d Li I ✓m 01 I A <br />