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o 1 00 <br /> 0 <br /> xIEW 1 + <br /> v o :D 2 1 00 <br /> CL» A.C. 0 <br /> Q� le I Trans + 121 i <br /> i <br /> cv 120 0.12' A.C. Overlay 30' IQ 0.17' A.C. Overlay 1221 <br /> 1 ® Conform o/ I ® Conform <br /> 0 Ln Ln 1 15'w® H N I ® 15'w <br /> p 40' A.C. Trans. zr) i Q o C 9- <br /> Trans. 3 <br /> 0 <br /> LRIVARA _ t - - - -t� - - A - + + - - - - <br /> E �55P ® � 6 R 2/ 40' A.C. �1 o N <br /> o + I + 35' A.C. Trans 2� R Trans. <br /> O , 1 E) ® 150 <br /> ° 2 Conform o a Conform <br /> N u/ 1 �1 I I 0� <br /> 100' 1 <br /> m I <br /> � I ` A C. SCALE IN FEET I cel I <br /> U Trans. <br /> Trans. <br /> 0.17' A.C. Overlay <br /> ' > o LEGEND GENERAL NOTES <br /> 0 o r Cit Limits u� Variable Depth Asphalt Concrete Overlay. <br /> Q Y 1 . Pavement Reinforcing Fabric Shall be placed on <br /> ' RNARA _ _ R AJ) o_ _I_ Depth of Asphalt Concrete Pavement Planing. existing or prepared surface as directed by the <br /> OD 1 I� N 17- Engineer. <br /> o v — — — ■ Limits of Asphalt Concrete Pavement Planing. <br /> s } L_ Rmi <br /> R Conform to Existing Radii. 2. Placement of Asphalt Concrete surfacing shall not <br /> 0 15 w ® ° begin until Asphalt Concrete used in pavement <br /> OO Adjust Manhole Frame and Cover to grade. repair has been in place for at least 12 hours. <br /> , Conform U <br /> 12po <br /> I O Adjust Water Valve frame and cover to grade. 3. Contractor Shall obtain a "No Fee" permit <br /> l� 1 30' A.C. Trans. © Existing Storm Drain Inlet Frame and Cover.rn from the City of Stockton for work within <br /> IQ 1 City's jurisdiction. <br /> o <br /> e � <br /> U <br /> M rjm <br /> 5 <br /> COUNTY 0 F SAN J OAQ U I N SCALE AS SHOWN RIVARA ROAD PLAN RIVARA ROAD AND Sheet Na. <br /> MEADOW AVENUE RESURFACING 3 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE OV COMMENDED DATE <br /> 1 , . . . <br />