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a <br />0 <br />D <br />TI <br />r <br />M <br />z <br />O <br />■ ! -- eE 0. <br />EP <br />81' <br />Standard Frame and <br />Cover Assembly <br />(Refer to SJCO Std <br />Drawing CW—Ml) <br />Asphalt Concrete (2" Thick) <br />(3/8" max aggregate size) U] <br />Asphalt Concrete <br />- <br />Overlay <br />12' Minimum <br />Existing Width <br />0.30' Asphalt Concrete over Shaped <br />and Compacted Native Material <br />TYPE D <br />_Roadway <br />I <br />-Line or sawcut <br />6" OD PVC Pipe <br />Existing Survey Monument <br />to Remain in Place and <br />Undisturbed <br />SURVEY MONUMENT DETAIL <br />NOTES: <br />ED Elevation of frame shall match finished grade of pavement"t. <br />® Place Class 3 PCC collar around monument frame. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Randolph Noriega 0412014 qc,- ,-� V10/I <br />CONSTRUCTION DETAILS <br />CHEC ,D DATE <br />/---� - 4 10 <br />-- Const Replaced AC EP n <br />Driveway ° <br />__-- 8'-_-- --- Existing <br />o <br />Varma Var 3 Surface <br />- i1`0\ max <br />F <br />Existing 0.30' AC over <br />Roadway compacted 0.30' <br />native <br />SECTION A -A <br />TYPICAL DRIVEWAY DETAILS <br />4' Minimum — <br />ObC <br />m <br />- Existing <br />Surface <br />d.T, ,Jf,u✓< Concrete <br />(Type A) <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width (4' minimum). Approximate <br />dimensions used for estimating purposes are <br />available upon request. Dimensions and locations <br />are subject to change at Engineer's discretion. <br />GUTHMILLER RD AND YOSEMITE AVE RESURFACING <br />SR120 to Yosemite Ave; Guthmiller Rd to 1,375 e/o Guthmiller RD <br />Sheet No. <br />5 of 6 <br />