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m <br />a <br />n <br />N <br />O <br />O n <br />C- D <br />F- <br />CO W <br />c F <br />M <br />Cf) Z <br />o D <br />/ m <br />n <br />0 <br />i <br />D <br />0 <br />N <br />�z <br />O <br />Limits of Clearing and Grubbing <br />Earthwork Misc. Areas Earthwork Misc. Areas <br />(Type II) (Type 1) <br />Existing EP <br />• Var <br />U (8 5'- 10' so. -16' 01-4 - 1 ` - <br />I 3 <br />Var_ <br />Variable Depth <br />0.80' Asphalt Concrete Widening Shoulder Backing <br />0.30' Asphalt Concrete Pad <br />OO See Plans for <br />exact dimensions 0.50' Asphalt Concrete at Driveway <br />(Ash St C9 French Comp Rd) <br />TYPICAL SECTION - TYPE 1 <br />Limits of Clearing <br />U and Grubbing <br />0 <br />Var 1' 2.5' 5 _8� 6 <br />Var_ 10" <br />0.50' Asphalt Concrete 4" Min Retaining Curb <br />at Wigwam locations <br />4" (Min.) Aggregate Subbase, Class 4 <br />Comform to existing Curb Compact to o minimum relative <br />compaction of 90% (Typical) <br />OO See Plans for <br />exact dimensions <br />Limits of Clearing and Grubbing <br />Earthwork Misc. Areas <br />(Type 1) <br />L Existing EP <br />Vo r 1 ' [..-- <br />83, <br />- 5' 0'- 4' 1 ' <br />i 3 <br />0 <br />---Var_ <br />- -- 2%_ Vnr <br />�^ Variable Depth <br />Shoulder Backing <br />0.30' Asphalt Concrete Pod <br />OO See Plans for <br />exact dimensions <br />q <br />. Var <br />I <br />-- Var--- <br />*O See Plans for <br />exact dimension <br />TYPICAL SECTION - TYPE 2 <br />Limits of Clearing <br />and Grubbing <br />arthwork Misc. Areas <br />(Type II) <br />Existing EP <br />2 U <br />% _I� 3 <br />TYPICAL SECTION - TYPE 3 TYPICAL SECTION - TYPE 4 <br />COUNTY OF SAN JOAQUIN No SCALE TYPICAL SECTIONS BUS STOP IMPROVEMENTS <br />DRAWN BY DATE PROJECT ENGINEER DATECHECKEED DATE APPROVAL ,,RE``COMMENDED DATE <br />D. G. /D. B. 8/07 M- 9 sid "l1 � 9 A044JA4 JG V1S�07 <br />Sheet No. <br />3 of 12 <br />