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D <br />(7 <br />D <br />r <br />M <br />Z <br />D <br />M <br />a <br />0 <br />0 <br />See <br />Shoulder <br />Details <br />Cont. <br />f <br />i LExisting Roadway <br />q <br />Const. <br />Limits of Clearing and Grubbing - <br />See o <br />Shoulder :- <br />0 <br />Details � <br />Const. <br />I Earthwork (Misc Areas) <br />C7 <br />' o <br />E 0, <br />0.25' Shld--l'--2'— <br />Backing <br />8% <br />311111111111— 1= 1=1I1=' <br />I — 11=111='' <br />_ — J <br />I I ' � Existing <br />L____—_____ _____-- _ _ _J Roadway Existing <br />Existing Roodway Ground <br />� ECORLJOHAWIN <br />Typical Section <br />Sto. 00+00 to Sto. 33+98 <br />Vnr fianth <br />Existing Ground <br />Shoulder <br />Detail <br />2 <br />Station <br />A <br />B <br />01+25 <br />to 11+80 <br />Rt. <br />2 <br />2 <br />01+00 <br />to 04+00 <br />FLtj <br />2 <br />2 <br />07+60 <br />to 29+35 <br />Lt. <br />2 <br />2 <br />16+00 <br />to 29+ 19Rt. <br />2 <br />2 <br />29+85 <br />to 32+90 <br />Rt. <br />2 <br />2 <br />34+15 <br />to 34+46 <br />Rt. <br />4 <br />2 <br />34+15 <br />to 34+46 <br />Lt. <br />4 <br />2 <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />J. Clary 09/08 ��- ; ? p17 <br />Corrections By <br />No Changes By <br />Date 2 - 08- o <br />Any Person Using This Drawing Should Ve <br />All information By inspecting The Site Of Wor, <br />Const. Earthwork <br />I—--11' (Misc Areas) <br />I C <br />0.25' Shld —p <br />I Backing o <br />I <br />8% _ --- 3 <br />I Existing Roadway <br />' Existing Ground <br />I <br />Shoulder Detail 3 <br />Station C I D <br />04+00 to 07+20 Lt. 4 2 <br />33+20 to 34+15 Rt. 2 1 <br />Shoulder Detail 1 <br />Station E <br />00+00 to 00+85 Rt. 4 <br />00+15 to 01+00 Lt. 2 <br />Earthwork <br />(� (Misc Areas) <br />"L ci <br />Const. Var Depth o <br />I Shld Backing = <br />o <br />--2' - —Vor.—�D B <br />o 0 <br />k *�, -- <br />� I <br />' `Existing Embankment LExisting <br />IRoodway Ground <br />* Minor ditch groding to maintain FL elevation. <br />Shoulder Detail 4 <br />Sta. 12+25 to Sta. 16+00 (Rt.) <br />NO SCALE ATYPICAL SECTION AND DETAILS1 OVERHISER ROAD RESURFACING <br />CHECKED DATE APPROVAL RECOMMENDED DATE <br />Sheet No. <br />2 of 6 <br />