Laserfiche WebLink
0.12' A.C. Overlay 50' A.C. 0.21' A.C. Overla <br /> Over 0.40' Pavement Repair Trans. Over 0.08' —Z — <br /> ■ <br /> 25Leveling Course <br /> ' <br /> 00 o _ PERSHING AVENUE <br /> 60' Sta. 30+55 <br /> Conform <br /> 3 + + v' <br /> Im W w Const. -■ Sta. 30+30 <br /> v 0 <br /> lin .00 • <br /> 1� 1 11 cn _- - = L <br /> D Clean existing O <br /> 12 Dia. D <br /> I0 ➢ I o o Crossdrain pipe. Z <br /> + ^' Sta. 29+80 C <br /> Ln 00+ E.P. <br /> C/O L4 CARAN AVENUE e 0 z <br /> OD <br /> CD c <br /> Q D U) �' • M <br /> 0 21 22 0 23 0 <br /> - �<� _. - <br /> Fn <br /> Fn E.P. R 10 10 <br /> � 1 <br /> o m <br /> 1 I� 0 <br /> ° 1 m o 0.21' A.C. Overlay <br /> w Z 3 Over 0.08' Leveling Course <br /> �C See General Note 9, <br /> (� Sheet 3 <br /> Const. m OOD <br /> E.P. <br /> 1 0 <br /> CARAN AVENUE <br /> D <br /> w � CT 0 <br /> 0 25 26 27 <br /> Fn <br /> Conform at <br /> 0 Edge of Pavement <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN OAKRIDGE SUBDMSION STREETS RESURFACING Sheet No. <br /> Caran Ave. & Joan Ave.(Edan Ave. to Pershing Ave.) 6 of 13 <br /> DRAWN BY DATE PROJECT ENGINEER DATE AA CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 03105 �,(� All, C�,j V <br /> yIg 17"Ud 4� <br />