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z <br />0 <br />Asphalt Concrete (2" thick) <br />(%Pf max aggregate size) <br />AC Overlay <br />Survey Monument <br />Frame & Cover <br />See SJ Co. Std <br />Drawing CW—M1 <br />iU —Line or <br />saw cut <br />6; <br />"pipe <br />D <br />SURVEY MONUMENT BOX <br />INSTALLATION DETAIL <br />Orange Ave Sta 51+41 and Ste 78+00 <br />Conform <br />1 EP (New) ro� A <br />0.30 Asphalt Concrete over <br />1:1 shaped & compacted native. 1:1 <br />Existing Width <br />12' Min <br />TYPE D <br />EP <br />Variable depth Asphalt <br />* 8" * R Concrete over existing paved <br />driveways and frontages. <br />Conform _ <br />Q 0.04' B <br />over exist <br />surface. Existing Width <br />12' Min <br />TYPE E <br />Const New <br />EP Driveway <br />0 --AC Overlay 8'* o <br />0 <br />o <br />Ugrat707 Max) <br />Existing 0.30' AC Exist <br />Surface <br />C nst New <br />EP Driveway <br />—,/ AC Overlay ---8''k o <br />0 <br />0 <br />Var, 3 <br />�� — -- Vq +..ho% max) <br />J Var depth <br />Existing AC over <br />NOTE: Roadway ur ace Roadway exist surface <br />0 Elevation of frame shall match SECTION A—A SECTION B—B <br />finished grade of pavement yg f . <br />Class 3 PCC collar placed TYPICAL DRIVEWAY DETAILS <br />around monument frame. `"' `�"� r <br />Concrete Driveways <br />Lemon Avenue: Sto 20+00 Rt; Orange Avenue: Sta 26+45 Rt, Sta 32+48 Rt, <br />Sto 33+49 Lt, Sto 57+82 Lt, Ste 60+89 Lt, Sta 69+44 Lt <br />Existing See Note Below <br />Surface <br />eve e NOTE: Portion of existing concrete driveway shall be removed from the point <br />nearest edge of pavement to 8' into the driveway, unless otherwise noted below. <br />--- Concrete shall be saw cut to provide a neat joint at the conform line. <br />Existing 0.30' Asphalt Concrete <br />Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Width <br />(4' <br />minimum). <br />Dimensions and <br />locations will <br />be <br />determined <br />by the Engineer. <br />COUNTY OF SAN JOAQUIN ' No SCALE <br />DRAWN BY DATE <br />rz.�ovsdorf o�!20�4 <br />EP <br />Conform <br />0 EP (New) rl� B New <br />0.04' <br />Exist <br />Surface <br />* The following Type D Concrete Driveways shall be saw cut at the distance noted: <br />Orange Avenue: Sta 33+49 Lt: Saw cut at 5' �CA&v <br />Sto 60+89 Lt: Saw cut at 4'SA we <br />CL, <br />Sta 69+44 Lt: Saw cut at 4.7' <br />® The two (2) Type E AC Driveways at Ste 78+40 Rt and Sta 79+14 Rt shall <br />be paved to a distance of 14' from EP to achieve an acceptable slope. <br />The two (2) concrete driveways at Lemon Ave Sto 20+00 Rt and <br />Orange Ave Ste 26+45 Rt shall be overloyed as Type E driveways. <br />CONSTRUCTION AN'D LEMON AVENUE & ORANGE AVENUE RESURFACING Sheet No. <br />DRIVEWAY DETAILS (Lemon Avenue: Harrold Avenue to Sutliff Avenue; Orange Avenue: Santa Fe Road to Sutliff Avenue> 6 Of 7 <br />CHECKED DATE <br />