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0.17' A.C. Overlay 170' Reconstruction (0.60' A.C.) 0.17' A.C. Overlay <br /> o Earthwork (Miscellaneous Areas) o V <br /> ti <br /> 60' E.P. > Drainage Facilities to 0 <br /> - _Trans. o remain in place o .- <br /> o <br /> .-o U.)v E + E <br /> c <br /> } <br /> EP + $ o Const . 6 o EP <br /> oZ JnV NU <br /> LO M r7 <br /> pp <br /> + N N N V 17 <br /> N is N <br /> in <br /> EP � EP <br /> LEGEND ' 1 /Q to <br /> 0.00' ■- <br /> _ o 'o _rn Note: Refer to Sheet No. 8 <br /> ® Variable Depth Asphalt Concrete Overlay + + a II I 0 Og N + for Rainier Ave. and <br /> River Dr. Connection <br /> Depth Asphalt Concrete Pavement Planing 501t Conform <br /> ■ Limits Asphalt Concrete Pavement Planing II Existing Cpto II Existing C&G to <br /> R Conform to Existing Radii remain in lace c <br /> s II II lremain in place <br /> EM Place 0.60' A.C. over Graded and I c Q > ( RAINIER AVENUE <br /> 4d Compacted native material II a ¢ �� <br /> n <br /> s g Note: Refer to sheet <br /> No. 5 for pavement Finished Grade <br /> planing along C.&G. <br /> 9 _ 1 209, +0.63% 9 <br /> g �^ g Existing Profile o 0 0` ^o g <br /> L0 0p <br /> E ^ � o <br /> 0 0 <br /> SHEET <br /> TOTAL <br /> o Em <br /> We. <br /> Sm 14 15 16 17 18 <br /> 0 COUNTY OF SAN JOAQUIN No sc PLAN AND PROFILE RIVIERA CLIFFRAINIER ,SRSUBDIVISION Sheet <br /> of N1 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE COMMENDED DATE <br /> Eleonore Copehart 9/97 914197 Q°iL I 9�9 97 O&uW 1 ?"11 / 9r�lfl <br />