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GENERAL NOTES <br /> Const. <br /> 1 . Frames and Covers for Maintenance <br /> Limits of Clearing and Grubbing Hole, Lampholes and Monuments <br /> shall be adjusted to finished grade <br /> M2 4' 12' 12' 04' 02' at locations on sheets 10 and 11 <br /> "Summary of Quantities" of the Plans. <br /> Refer to S.J. Co. Std. Drawing CW—R36 <br /> 22' Pavement Reinforcing Fabric for details. <br /> 2. California Water Service Co. will <br /> Conform —Var. Var. _ adjust water valve frames and� 8�� covers after completion of the <br /> D<`!. • ..: V. � resurfacing project. The contractor <br /> shall clearly mark their location <br /> iJ4ct— <br /> Shoulder Backin T as directed by the Engineer. <br /> 9 ( YP•) <br /> 0.17' Asphalt Concrete Overlay 3. Where superelevations exist on <br /> Existing Roadway horizontal curves, the new surface <br /> TYPICAL SECTION slope anddrainagecroshallconform <br /> to the existing cross slope. <br /> RAINIER AVENUE 4. Limits of work — Where lawn <br /> frontages are immediately adjacent <br /> m 6' Sta. 6+00 to Sta. 9+00 Lt. (Country Club Blvd. to River Dr.) to the pavement, the limits of <br /> s work (Clearing & Grubbing) will be <br /> m Refer to General Notes #4 & #5. Sta. 0+ 16 to Sta. 15+80 restricted to 1.0' outside the edge <br /> ' a Sta. 17+50 to Sto. 24+56 of new pavement. <br /> 3 �v 5. Shoulder Backing in area of <br /> /-� <br /> lawn frontages shall be a <br /> Const. Const. topsoil l, conforming <br /> to Sectionon 20 20-2.01, "Top Soil," <br /> Limits of ClearingLimits of Clearing of the Standard Specifications. <br /> 9 Shoulders shall conform 1' from E.P. <br /> and Grubbing and Grubbing <br /> ;0 :3 6. Provide 45' opening in A.C. Dike <br /> a F., 1' 5' 12' 10'Tiv� <br /> 5' for driveway on River Drive <br /> � 0.04' A.C. Sta. 13+65 to Sta. 15+10 <br /> _Var. Var._ Conform to lip 7. Existing part circle culverts, steel <br /> o `Vor' r• of gutter, plates and small pipes located in the <br /> rn �� P.C.C. gutter shall remain in place. <br /> v m Existing C.&G. to <br /> z 0.17' A.C. 0.17' A.C. remain in place. <br /> SHOULDER DETAIL SHOULDER DETAIL 0.08' A.C. <br /> RAINIER AVENUE RAINIER AVENUE Refer to sheet No. 5 <br /> Z for Planing Detail. <br /> Sta. 16+00 to Sta. 23+67 Lt. Sta. 14+91 to Sta. 15+40 Rt. <br /> COUNTY OF SAN JOAQUIN Na SCALE TYPICAL SECTION R VIERA CLIFFRAINIER 'SRSU D VISION s2eeot N i. <br /> DRAWN BY DATE I PROJECT ENGINEER 417E CHECKED DATE SUBMITTED DATE RECOMMENDED DATE <br />