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Const. <br /> 20' i <br /> * -- 20' * ---- - <br /> Limits of Clearing and Grubbier_ GENERAL NOTES <br /> 1. All earthwork, except final grading of shoulders, <br /> 1' 3' 4' X12' 12' - - 4' 3' -1' shall be completed prior to beginning placement of <br /> the top layer of the Asphalt Concrete surfacing. <br /> 22' Pavement Reinforcing Fabric 2. Existing drainage facilities are to remain in place. <br /> The contractor shall conduct his work so as <br /> Conform Var. 8X or. Var. 8X Var. Conform not to modify or obstruct the existing drainage, <br /> unless otherwise shown on the plan. <br /> `� 3. Placement of Asphalt Concrete Surfacing shall <br /> /J not begin until Asphalt Concrete used for <br /> Existing Roadway -Vor. Depth Pavement Repair has been in place for a <br /> 0.25' Asphalt Concrete Overlay Shoulder Backing minimum of 36 hours. <br /> (TyP-) <br /> 40.35' - Sto. 30+00 to Sta. 48+00 TYPICAL SECTION 4. Asphalt Concrete shall be placed as noted below: <br /> Sta. 95+50 to Sto. 100+76 <br /> a Sta. 102+79 to Sta. 105+90 Sta. 10+56 to Sta. 41 +50 0.25' A.C. Thickness - Two (2) layers of approximate <br /> o n * Sta. 43+93 to Sta. 97+50 equal thickness with the pavement reinforcing fabric <br /> o > Width varies at approaches to railroad Sta. 105140 t0 Sta. 108+00 on the existing pavement. <br /> and S.R. 99 Over crossing refer to Plan 0.35' A.C. Thickness - Three (3) layers of approximate <br /> Sheets 3-5 for exact widths. <br /> a m equal thickness with the pavement reinforcing fabric <br /> z • Limits of Mailbox Relocation between the bottom layer and the middle layer. <br /> Const. <br /> zzm <br /> Limits of Clearing and Grubbing__ _. 5. All existing Asphalt Concrete Dikes and downdrains are <br /> _ <br /> 1g'_2p'f16'-20' to remain in place unless otherwise noted on the plans. <br /> �— <br /> 22' Pavement Reinforcing Fabric �4' <br /> 0.08' <br /> _ Var. Var. _ <br /> — — -- — - — — — — — — — <br /> v <br /> Existing Roadway Var. Asphalt Concrete Overlay <br /> m TYPICAL SECTION <br /> A <br /> Sta. 41 +50 to Sta. 43+93 <br /> F Sta. 97+50 to Sta. 105+40 <br /> o <br /> COUNTY OF SAN JOA UIN No SCALE TYPICAL SECTION PELTIER ROAD RESURFACING sheet No. <br /> Q (Lower Sacramento Rd. to St. We. 99 East Frontage Rd.) z of 7 <br /> DRAWN BY DATE OPROJECT ENGINEER DATE CHECKED DATE I SUBMITTED DATE AP R V RECOMMENDED DATE <br /> /oqc�/ Ttm'o /-99 /OgCh Tj mob r9`J � IV" <br />