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GENERAL NOTES <br /> 1 . Surface preparation of the existing pavement (advance <br /> leveling and pothole repair) shall be as directed by the <br /> Engineer. Payment for this work will be by Item No. 1 , <br /> Force Account. <br /> Const. <br /> I 2. Placement of asphalt concrete surfacing shall not begin <br /> Limits of Clearing and Grubbing until asphalt concrete used in pavement repair has been <br /> and Mailbox Relocation n place for 36 hours. <br /> Refer to W W Refer to 3. Planing (2' wide) will be required along the eaye of <br /> Shldr. Detail 2 Shldr. Detail pavement at the following existing concrete driveways, <br /> Pavement Reinforcing Fabric * Miner Ave. Sta. 10+00 Rt. <br /> Miner Ave. Sta. 25+06 Lt. <br /> Shasta Ave. Sta. 14+85 Rt. <br /> 1 Var. Var _ 1 ' Golden Gate Ave. Sta. 2+85 Lt. <br /> 4. Frames and covers for maintenance holes & lamp holes <br /> Existing 1 Roadway shall be adjusted to finished grade as directed by the <br /> — — — — — engineer. Refer to Improvement Std. No. CW—R36 for <br /> 0.17' Asphalt Concrete Overlay details. <br /> 5. The Contractor shall obtain a "No—Fee" Encroachment <br /> TYPICAL SECTION Permit from the City of Stockton for conform work at <br /> Fremont Street Intersections and the western portion of <br /> * EI Ricado Resurfacing Refer to "Summary of Miner Avenue which are within the City's jurisdiction. <br /> Sta. 0+65 to Sta. 17+30 Miner Ave.) Quantities" on Sheet f 4 for <br /> * Sta. 2+00 to Sta. 17+12 Golden Gate Ave.) <br /> 8 width and length of paving. <br /> m r <br /> v D Y <br /> b Const. Const. <br /> ** Var. W <br /> 4 2 1 ' to 4 Const. <br /> 2 <br /> I 1l <br /> 0.06' A.C. <br /> _Var. I Var. .Vo r.. I <br /> M r E.P. s� — <br /> E.P. <br /> Variable Depth _ E.P. <br /> Shoulder Backing <br /> = A.C. Overlay A.C. Overlay <br /> Existing Roadway <br /> r <br /> zz Conform — Variable Depth Existing Roadway TYPICAL TRAFFIC <br /> Shoulder Backing <br /> Conform <br /> A SHOULDER DETAIL 1 ** SHOULDER DETAIL 2 LANE LAYOUT <br /> �? Exact width to be determined <br /> o by the Engineer. <br /> z <br /> COUNTY OF SAN JOAQUIN NO sc TYPICAL SECTION EL RICADO RESURFACING 3heet <br /> 70 <br /> DRAWN BY DATE ��77PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE ECOMMENDED DATE <br /> C u o_�_—__ . inn 0,n 2.A 0. /A.�._ /- '/ ,e ./ - i � A 11 ./ / APP A I I/- / <br />