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N (1 <br /> o Const General Notes: <br /> o I1. The Asphalt Concrete shall be placed in two (2) layers of <br /> o Limits of Clearing and Grubbing approximately equal thickness with Pavement Reinforcing Fabric placed <br /> See See on existing or prepared surface. <br /> 1 Shoulder *12 *12 Shoulder 1 2. Placement of Asphalt Concrete overlay shall not begin until the Asphalt <br /> Details I Details 0 Concrete used in Pavement Repair has been in place for 12 hours. <br /> 0 20 Pavement Reinforcing Fabric o <br /> m 0 0.25 AC Overlay I 0 3. All Earthwork (except for final shoulder grading) shall be completed <br /> o ' prior to placing final layer of Asphalt Concrete. No Shoulder Backing <br /> ,VaL V°rte material shall be deposited or drifted on the final layer of Asphalt <br /> Concrete surfacing. <br /> L---------------------- ' --------- ---------J 4. Existing Drainage Facilities shall remain in place unless otherwise <br /> * 13'f (Sta 64+40 to Sta 71+08) T Existing Roadway noted. The Contractor shall conduct earthwork operations so as not <br /> 0 oto modify or obstruct the existing drainage. <br /> Typical Section <br /> Mm Sta 00+75 to Sta 71 +08 5. All existing trees, shrubs, fences, metal beam guard rail and other <br /> o frontage improvements are to remain in place unless otherwise noted. <br /> o m 6. The Contractor shall be responsible for adequately scheduling inspection <br /> CLI and testing of all facilities constructed under this contract. All testing <br /> shall conform to the Standard Specifications. All re—testing shall be <br /> paid by the Contractor. <br /> m <br /> r <br /> r <br /> O <br /> Const 1 , Const <br /> Const <br /> o I 4' Earthwork Var Depth - 13'f <br /> ,—�-12 —13 f Var Depth (Misc Areas) 129 Shld Backing <br /> Shld Backing o n <br /> o0 2, 1 AC Dike <br /> 3 ° I (Type C) I <br /> �,� 3 2 0.25 Shld , <br /> Backing I � <br /> 8% <br /> py ' I <br /> LExisting Roadway Existing Ground <br /> Shoulder Detail 1 Existing Ground L ___ I <br /> Sta 00+75 to 16+00 (Rt) Existing Roadway Existing Roadway <br /> cn Sta 00+75 to 19+50 (Lt) --- <br /> Sta 22+00 to 71+08 (Rt) Shoulder Detail 2 <br /> D Sta 25+00 to 66+00 Lt Shoulder Detail 4 <br /> ( ) Sta 19+50 to 25+00 (Lt) Sta 66+00 to 70+58 <br /> m Sta 16+00 to 22+00 (Rt) (Lt) <br /> V � <br /> r <br /> MTYPICAL SECTION, GENERAL Sheet No. <br /> 0 <br /> 1 1 Z COUNTY OF SAN JOAQUIN NO SCALE NOTES, & SHOULDER DETAILS ELLIOTT ROAD RESURFACING 2 t 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE L APPROVAL RE OMMENDED DATE <br /> J. Clary 02/10 Sus-w.,s Y Zll�o y/r►/ro <br />