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I <br />19 <br />A.C. Overlay - <br />See Note Below _ <br />--�j Existing <br />Surface <br />I <br />0.50' Asphalt <br />Concrete <br />PAVEMENT REPAIR DETAIL <br />Ncie: Width (4' minimum), length <br />and locations to be determined <br />by the Engineer. <br />2"—i - Standard frame and <br />Dia. or Sq. cover assembly <br />6'� (Refer to SJCO Std. <br />Dwg. CW -M1.) <br />j8„ <br />Exist. Roadway -1-- <br />P.C.C. 6„ <br />Undisturbed J Survey monuments <br />basement soil - J 3/4"0 x 30" iron pin <br />with identification marks <br />(To be installed by others) <br />SURVEY MONUMENT DETAIL <br />W, <br />00 <br />00 <br />0 <br />r7 <br />Place traffic loop a <br />detectors. cin <br />+ <br />DH �— <br />[T 3u u <br />LH CD 2" Conduit <br />I a0 <br />--1G5' (TYPO <br />_--_----- t- I <br />Existing Traffic \ <br />Pull Box \ <br />TRAFFIC SIGNAL_ LOOP DETECTOR SYSTEM <br />RECOTM�el"10 1 '� <br />D' <br />Corrections By <br />No Changes By <br />Date V5-- <br />Any <br />5--Any Person Using This Drawing Should Verify <br />All information By inspecting The Site Of Work <br />Note: <br />All traffic loop detectors shall be 6' x 6' <br />and shall be centered in the lane with 10' <br />spacing between loops. <br />[ Refer to Note 8, Sheet 2 ] <br />W <br />Z <br />Li <br />Q <br />0 <br />_Z <br />2 <br />0 <br />ellf <br />LLJ <br />CL <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS DOUGLAS ROAD RESURFACING Sheet No. <br />(Williamsburg Place to Pershing Avenue) 6 of 7 <br />DRAWN BY DATE PROJECT ENGINEER DATE I CHECKED DATE ,SUBMITTED DATE APP OV OMMENDED ATE <br />li,(3, 5abiniano 5/00 �� /3•�. B�S/eO Alt/do Aires jg �- i <br />