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50'a A.C. it o I 0.25' A.C. <br /> II r I ' <br /> N I II <br /> °p Conform at end , 33'f 0.08' <br /> E Existing C. G. & S <br /> of radii t 0.00' Ex remain in place <br /> d o o ... .... .� Const. 10 <br /> chi (n " E.P. <br /> --------<1 —————--- 0.06 _// ��— 0.06 -- ---------- -- — <br /> 0.00' •• • • 0.00' <br /> N N <br /> g n 10 11 12 13 <br /> N 0.00' 0.00' N <br /> ------ 0.06' --.��\ •• /moi— .O6 <br /> p --------- -------- <br /> E.P. <br /> ml w Existing 3" 00.00, \ ••• i 1 Conform at end <br /> `� conduit. 0.08' j 33 t 1 o—radii <br /> b o 11 <br /> BEGINNING OF PROJECT " c ' ' 50' A'0' <br /> 1 I i I 0.25' A.C. Trans. <br /> 0 <br /> m .8. <br /> � A <br /> Existing C. G. & S o ti <br /> rt Const. to remain in place l <br /> a ® Variable Depth Asphalt / <br /> S Concrete Overlay E.P. / <br /> Limits of Asphalt Concrete --- --- -- <br /> Pavement Planing •` 1 �` <br /> a m ® Depth of Asphalt Concrete N N g <br /> Z Pavement Planing _ $ F <br /> D <br /> M R Conform to Existing Radii - 22 23 l <br /> N N • 3 I <br /> Note: The Asphalt Concrete edge <br /> thickness shall to , .25' • • • • a <br /> y A across Douglas A104 0.06' w 1 S. <br /> D lnterseC%ba ,pi } .. <br /> A E.P- END OF PROJECT µ <br /> I <br /> b P COUNTY OF SAN -JOAQUIN ND SCALE PLAN PERSHING AVENUE RESURFACING Sheet No.Dr. <br /> 150' s/o Douglas Rd. to Benjamin Holt 3 of 5 <br /> Dram By Date Project Enpneer Date checked m SubNtted t val R d Date <br /> '6,V,4 Wo ? "Z/es �L,3' .ult d90 //90 1 77z u diGt,✓ /8 i /o fig <br />