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I <br /> Const. <br /> Limits of Clearing and Grubbing <br /> I <br /> 24' Pavement Reinforcing Fabric <br /> 1' 8't 10' �T� *10 81t 1 ' <br /> Conform to lip of <br /> Var. <br /> (gutter, 0.08' A.C. (Typ.) <br /> ValVar. <br /> IV�_a <br /> L J <br /> Existing C.G.&S. g' <br /> (TYP•) <br /> Existing Roadway 0.17' Asphalt Concrete Overlay <br /> *30' — Sta. 3+08t to Sta. 4+78t Rt. <br /> * 11' — Sta. 4+78t to Sta. 5+80f Rt. TYP I CAL SECTION <br /> *21' — Sta. 5+80t to Sto. 8+05t Rt. <br /> Sta. 0+17 to Sta. 11+50 <br /> GENERAL NOTES <br /> 0.08' Const. 1 . Existing drainage Facilities shall remain in place unless otherwise noted on plans. <br /> 2. Asphalt Concrete used for Pavement Repair shall not be placed in layers which exeed <br /> 6' 12't — 32't 0.50' in compacted thickness. <br /> 3. Placement of Asphalt Concrete Surfacing shall not begin until Asphalt Concrete used for <br /> Existing Surface I Pavement Repair has been in place for a minimum of 36 hours. <br /> 4. Existing curb, gutter, and sidewalk shall remain in place, unless otherwise noted on the <br /> Jplans. <br /> 5. Wherever new concrete is to conform to existing concrete, the existing concrete shall <br /> — — — — — be saw cut to form a neat and straight conform line. <br /> — 6. Crack sealing of existing surface shall be required in the areas as directed by the <br /> Engineer. Payment for this work will be by Item No. 1 , Force Account. <br /> \ � Conform <br /> 7, Asphalt Concrete Pavement Planing will not be required in areas of pavement repair <br /> along lip of gutter. Refer to Sheet No. 4 for Pavement Repair Details (adjacent to <br /> Grading Plane curb and gutter). <br /> Existing Curb, Gutter & Sidewalk 8. Water valve frames and covers will be adjusted to grade by others after completion of <br /> resurfacing project. The contractor shall clearly mark their location as directed by the <br /> Note: Asphalt Concrete Surfacing <br /> Engineer. <br /> not shown for clarity. <br /> PLANING DETAIL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE KIRK AVENUE RESURFACING SNOT TOTAL <br /> SHEETS <br /> Erika A. Richert 4'/96 51 s COUNTY OF SAN JOAQUIN SCALE AS SHOWN TYPICAL SECTION <br /> /r/r� ��o� /� "rds/1. //y (Michigan Ave. to Alpine Ave.) 2 4 <br /> FILE NAME DRAWER I SHEET N0. ACAD REVISIONS DATE <br /> 'Ik0 AO 9 \erika\kirk\typsec.dwg <br />