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CO sf. Of st. <br /> 20, 20, <br /> Lim%fs of C/eorii Grubbing 25' ' <br /> 25' 14, <br /> Mid /Z" � /2 L%mifs of C eoriny � Grubbing - <br /> oft .0 <br /> N h p O o4 <br /> Ili 111C <br /> Iloriab/e To! 19 FO'S0• <br /> Sy /Nin • • • w`r''e' • • •' •' — — -- -- -- — -- /r � •. O• • • • • • Iiii '1 IF • <br /> • y <br /> as✓ /,Z/ MoX• <br /> • A.0. DNe <br /> 0.20' Asfaho/o Conorete ExisfinS Goodway 0. 20' Asphalt Concrete A. C. DIWe O.5' Type A; Refer <br /> 0. 35' gyyregote Bose 0.,35 Aggregate Base fo Sfondord )--plans A , l Fe <br /> 0.50, /mporlea' 8oirow <br /> NOTES: <br /> TYPICAL SECTION A <br /> /. Where the cross s/opt is noted as TYPICAL SECTION C <br /> Yariab/e the fini&6rd surface shall he <br /> STA• 108+15 TO STA. 133 + 00 ears//e/ to and O.?O• above the <br /> existiny surface STA. 155+00 TO STA.. 163 + 00 <br /> 2. Transition from Typical Section B <br /> to Typical Sec tion O between Sta. <br /> • BUILT <br /> 001000 and Sta. f$f*08 <br /> 20&-1 ai 2V9vW CORRECTIONS BY ' <br /> 3. Imported Borrow shall have a <br /> minimum 'R'vo/ue of 60 anda NO CHANGES <br /> minimum SandEfaiva/ent of 20. DATE <br /> 61 <br /> 20 Co sf E is I.- Con t. <br /> a. <br /> 20' 20' z0' <br /> Lim;& of,01eoring ye Grubbiny <br /> Limits of C/eo.4l ubbing <br /> 12' l2 <br /> 4-' . —6' 3' q' y� g <br /> 3 � — q• 9 3 g <br /> N h N �,� I o N N N <br /> O <br /> 0 0 O �b° O O ' p N � <br /> ariab/e` Variable O O <br /> — — - 8•/ voriob/e trorioble <br /> crr <br /> 6/ X11.• 6 <br /> vor <br /> ��X• 0.20' Asphalf Concrete Ex%sfiny Roadway �, vA'r/�� 0.20'As halt Concrete Exisfin Roadwa ��%'00, ��• <br /> 0. 3S'A99reyof-e Base 3 .y <br /> 0.3.5'',499 <br /> regvf-e Bas@ <br /> C t. Proms®d EP Sla, /4 ea as ti <br /> TYPICAL SECTION Bmf- � ��_ �__�___ TYPICAL SECTIOND <br /> >,ar. STA. 133+00 TO STA. 155 + 00 �, sfo is foo <br /> STA. 185+00 TO STA266+25 <br /> STA. 163+00 TO STA. <br /> 20D•rD© <br /> S TA. 180+00 TO STA. 185 + 00 (P. 4$1144:1,f) <br /> L? <br /> SHOULDER DETAIL A �X /(See Ill iYo. 2� Trer�cfi ou.�, ,r�wce ,9gq�gofe Base <br /> STA. 180 ER D T A.185+00 Sl`4 ma X00 re st4r ,203f OO o.Ad geode as iAVIC-afdd in S'hlo' Detoil A <br /> For additional Sh/d. Detail <br /> see DETAIL a DETAIL B <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BN DATE PROJECT SHE <br /> TOTAL <br /> K r ¢ _7O �� � V- 7d , � � �`�17. c'� n R� g33g �2a��a COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS No. SHEETS <br /> r �- DAVIS ROAD 2 15 <br />