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COUNTY <br />DRAWN BY_ATE <br />J.C. White fD <br />/t/9z <br />_. ... ............... . <br />Conform at bridge abutment <br />Sta.34+30 t <br />100' A.C. 0.17' A.C. <br />■ <br />5 Trans. <br />� o � <br />0 o r- <br />0 o O <br />c0 io <br />/ <br />34 zo 36 ZID <br />7 <br />Existing A.C. Dike to remain in place <br />Existing bridge to <br />remain in place. <br />Conform at bridge abutment <br />Sto.33+10 t <br />�r Ni vnniww .�wi.nwii —y mint <br />Line (South R/W Charter Way) <br />� <br />END OF PROJECT _ <br />N <br />■ <br />OF SAN <br />PROJECT EN (NEER <br />JOAQUIN I SCALE: None <br />ImlE ' <br />SUBMITTED <br />TT— <br />I <br />I <br />I� <br />L <br />U <br />�_ Conform <br />Sta.43+64 <br />Traffic Loop Detectors <br />to remain in place. <br />See Note this sheet. <br />PLAN <br />0.17' A.C. <br />NOTE: "CONTRACTOR CAUTION' <br />The contractor shall use caution <br />during pavement planing to a <br />avoid damaging existing traffic <br />loop detectors. <br />M H�'P;gFZ <br />r <br />No 21258 <br />* Exp 9-30-93 <br />CIV1%.. <br />LEGEND <br />Variable Depth Asphalt <br />Concrete Overlay 0.08' to 0.17' <br />* R Conform to Existing Radius <br />0.00' Depth of Asphalt Concrete <br />Pavement Planing <br />■ Limits of Asphalt Concrete <br />Pavement Planing <br />Route <br />zneei Ivo. <br />of 5 <br />IE I <br />to I <br />Const. <br />c <br />Exist. E.P. <br />/ U \ <br />E. P. <br />co <br />is 38 <br />39 40 <br />E. P. <br />o <br />o <br />o <br />I <br />c <br />I o f <br />IQ)vl <br />I <br />c J <br />4) +1 <br />> <br />I <br />Q0 <br />Ln <br />0 <br />_ <br />000 <br />I <br />oa+ <br />o_ <br />0 <br />o <br />0 I <br />(0 <br />M <br />m <br />v) <br />C-1 0 w <br />0 <br />I� of <br />I0I�I <br />NOTE: "CONTRACTOR CAUTION' <br />The contractor shall use caution <br />during pavement planing to a <br />avoid damaging existing traffic <br />loop detectors. <br />M H�'P;gFZ <br />r <br />No 21258 <br />* Exp 9-30-93 <br />CIV1%.. <br />LEGEND <br />Variable Depth Asphalt <br />Concrete Overlay 0.08' to 0.17' <br />* R Conform to Existing Radius <br />0.00' Depth of Asphalt Concrete <br />Pavement Planing <br />■ Limits of Asphalt Concrete <br />Pavement Planing <br />Route <br />zneei Ivo. <br />of 5 <br />