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70 <br />M <br />rn <br />m <br />r - <br />M <br />1z <br />0 <br />BOW EP/LIP <br />1 ' - 2' 4' —i' -F 2' <br />Conform to Lip of Gutter (Typ) <br />0.50' HMA Overlay <br />1--AECORD DRAWINO <br />Corrections icy. <br />No Chane ®� <br />Date !` <br />Any Person Using This Drawing S <br />All Information By inspecting The Site Of Work <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE PROJECT ENGINEER <br />3/2020 . � �, 7�-4 <br />14' f <br />Const <br />50' IR/W <br />I <br />Limits of Clearing and Grubbing - <br />i <br />Limits of Roadway Excavation <br />I <br />14' t <br />IExisting Roadway Surface <br />0.67' Class 2 Aggregate Base <br />compacted to 90% Relative Compaction <br />TYPICAL SECTION <br />Sta 10+13 to Sta 19+74 <br />Sta 19+93 to Sta 26+33 <br />NO SCALE <br />DATE <br />- I ¢11;1fZo <br />TYPICAL SECTION <br />CHECKED DATE <br />Subgrade Enhancement <br />Geotextile (Class 132) <br />EP/LIP <br />2' 4' <br />BOW <br />1'-2' <br />— J <br />Existing CG&S (Typ) <br />Note: See <br />Sheet 10 <br />for <br />CG&S removal <br />and <br />replacement <br />locations. See <br />Sheet 9 and 10 <br />for <br />CG&S details. <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 9 Sheet No. <br />(De Ovan Avenue: Kirk Avenue to Ryde Avenue) I 3 of 10 <br />