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Const. <br /> Limits of Clearing and Grubbing -- ———— <br /> 1' *7' 10' ��� 10' *7' 1' <br /> X0.04' A.C. I <br /> (TYP.) i I <br /> `r — Var. Var. _ V_or_ <br /> r i <br /> TExisting Roadway 0.17' Asphalt Concrete Overlay <br /> LEGEND <br /> TYPICAL SECTION <br /> *Limits of Mailbox Relocation <br /> * Eleventh Street <br /> ThirteenthStreet 21+98 to Sta. 33+40 GENERAL NOTES <br /> 3'—Sta. 10+40 to Sta. 11+10 <br /> Refer to Sheet 5 for Shoulder Detail <br /> Eleventh Street 1. Placement of Asphalt Concrete Surfacing shall not begin until Asphalt Concrete <br /> 0.08' at lip of P.C.C. Gutters used in Pavement Repair has been in place for a minimum of 36 hours. <br /> 2. The existing drainage facilities located within the limits of Clearing and Grubbing <br /> shall not be disturbed or obstructed by the Contractor's operation, unless <br /> otherwise noted on plans. <br /> Street Limits Length <br /> 3. Survey Monument Frames and Covers shall be adjusted to finished grade at the <br /> following locations: Ash Street — Sta. 2+51± Sta. 3+18± and Sta. 3+19±. <br /> Y <br /> LO Eleventh Street B St. to Pock Lane 2,345'± Exact locations to be determined b the Engineer. <br /> Laurel Street Eleventh St. to End 230'± 4. Water Valve frames and covers shall be adjusted to grade by the California Water <br /> Service Company after the project is completed. <br /> Ash Street Eleventh St. to End 300'± <br /> 5. Gas Valve frames and covers shall be adjusted to grade by the Pacific Gas and <br /> Thirteenth Street B St. to D St. 1,110'± Electric Company after the project is completed. <br /> 0 <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION MORRISON GARDENS sheet y . <br /> Phase 2 2 of 6 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APP OVA R OMMENDED DATE <br />