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CD/7St <br /> Limits of 4' Minimum Existing <br /> Clearing and Grubbing Surface <br /> �— <br /> 15'—2 0' 3' 4' <br /> 9'-14 6' <br /> �—� 0.40' Asphalt <br /> Concrete <br /> -- <br /> For Planing Detail Existing Curb, Gutter <br /> See Detail below and Sidewalk PAVEMENT REPAIR D ETAI L <br /> to remain in place <br /> SHOULDER DETAIL Note: Width (4' minimum). Approximate dimensions <br /> used for estimating purposes are available upon <br /> Bear Creek Terrace (West) request. Dimensions and locations are subject to <br /> change at Engineer's discretion. <br /> D <br /> n <br /> D <br /> �1 <br /> r <br /> z <br /> Z <br /> D <br /> K CO/7St <br /> M <br /> Limits of Clearing & Grubbing <br /> - 16'-20' 3' <br /> 10'—14 6' <br /> Place a catch <br /> op <br /> basin filter <br /> Note: <br /> • __________ _ __J The Storm Drain Inlet Protection <br /> unit (Catch Basin Filter) is to <br /> N Grading Plane Existing Curb, Gutter remain in place and functioning <br /> �u and Sidewalk from the beginning of the working <br /> o to remain in place days until the end of the project. <br /> D <br /> ~ � LONGITUDINAL PLANING DETAIL PROTECTION FOR <br /> m Bear Creek Terrace (west) EXISTING DRAINAGE INLET <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUINNO SCALE CONSTRUCTION DETAILS BEAR CREEK TERRACE (WEST)/HILLSIDE DRIVE RESURFACING Sheet No. <br /> (Various Roads) 11 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER DATE QHECED DATE APPROVAL RECOMMENDED DATE <br /> Toshiro Sessoms 11/061 kg sa„�,) zY�a iY 3 p D <br />