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Const <br /> 40 40 <br /> 2 4 ' /6' - - /6' 24 <br /> 2' g" /4" 4P. /2 " 4" 14 .--- g' 2 , <br /> _ 2 0 2 % - <br /> 8% 8% <br /> o e •ee . • m:�ameOee . a e. <br /> vor. i-- p e _ee_ee . . a e. a� ®.e .;5. �. ®.-eo:;•d3.�:a a f'•m. .'� ;e• '- .� 0. 20" o r• <br /> 020 �, ee a • .® 4 . . . a ®. <br /> Var <br /> 0. 35 " Aspho/t Concrete <br /> 0. 65 "Aggregate Bose <br /> TYPICAL A <br /> SECTION f <br /> STA . 92 +- 37 to STA . 168 + 00 AS BUILT <br /> STA . 178 + 00 to STA. 198 + 00 CORP ECT! BY <br /> NO CHANGES R <br /> DATE 7 - 3 - 70- <br /> C 0/7S <br /> — 3 - 70ConS t. <br /> 40 40" <br /> 2 " 8" /O" 20" 20" /0/ <br /> Transition See Note Be/ow <br /> � I M0 <br /> 0 � 2 % _ 2�� <br /> 0 <br /> Vor. 8 /0 t ... . •.o . . e 8% <br /> e e ee eDeO•ei epbi�me0 oup oc'�pe0e�e�e�o Oo�e�e o•�e�®eb'jO .di•p em . oeo o • e� 0 V v0 r <br /> •eer pe se00 eo0 00 o°�00eoee �eo <br /> eC e I e <br /> \16/ Vor. <br /> 0. 35 Asphalt Concrete <br /> 0. 65 " Aggregate Base <br /> TYPICAL <br /> SECTION <br /> /1/OTf.S� / Tror�sition /6 - 20" <br /> SfQ /68 `00 7LO Sto. /68080 <br /> 2. Transition 20=16 ' STA. 168 + 00 to STA. 178 + 00 <br /> Stn. / 77 +50 to Sto. /784-00 <br /> .3. ,4// frees beyond ,36" from c shall <br /> re,770i,17 in 'place. <br /> TOTAL <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PROJECT FRENCH CAMP ROAD SNO.TSHEErs <br /> COUNTY OF SAN JOAQUIN TYP/CAL SECTIONS DRAWING NO. 2 13 <br /> �• Cyt <br />