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Conform @ EP Conform © EP <br />A EP B EP <br />0.30 HMA over shaped Variable depth HMA over <br />1:1 & compacted native 1:1 8)* R existing paved driveway R 8'** <br />l� <br />A B — <br />1 <br />Existing Width — Conform Existing Width Conform <br />12' Min 12' Min <br />DRIVEWAY (TYPE D) DRIVEWAY (TYPE E) <br />Const Const <br />EP 81* EP 8}** <br />HMR Overlay --;k--I\I-HMA Overlay — <br />Driveway Conform y Driveway <br />Match Match Conform <br />Existing Slope Var Existing Existing Slope Var <br />(10� max) Surface (10__ Max) 0.04 <br />Existing 0.30' HMA R&D Excavated Existing Var depth Existing <br />RoadwayMaterial HMA over 9 <br />Roadway existing surface Surface <br />SECTION A—A SECTION B—B <br />NOTE: Portion of existing concrete driveway must **Magnolia Avenue — Sta 32+62 (Rt) — 4' <br />be removed from the point nearest the edge of Mahon Avenue — Sta 123+60 (Rt) — 4' <br />pavement to 4' into the driveway, unless otherwise Sta 136+73 (Rt) — 4' <br />noted above. Concrete must be sawcut to provide <br />a neat joint at the conform line. <br />*Mahon Avenue — Sta 117+65 (Rt) — 4' <br />TYPICAL DRIVEWAY DETAILS <br />CORD DRA. NCS <br />corr+r�t1110-s By <br />No �hsnqes ov ailn� <br />OatsAny Pemn Using °. ,0 id V" <br />AA 04#6" = By 'apa;-grQ Ttw Sas (t wo <br />COUNTY <br />OF SAN JOAQUIN <br />NO SCALE <br />CONSTRUCTION DETAILS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Jonathan Curry <br />of/zo�i <br />f�• <br />3I/b� <br />� I'�i.� <br />3�/G�Zo <br />EP <br />Existing 2' —�— 4' HMA Swale W. 2' <br />Roadway <br />j x0.13' <br />0.30' HMA <br />D R IVEWAY D ETAI L <br />WITH HMA SWALE <br />Mahon Avenue — Sta 132+26 (Rt) <br />Existing <br />Dirt <br />Driveway <br />NOTE: Slope swale to drain to the East. <br />To be included and paid for as Driveway (Type D) <br />Item of work. <br />See Note <br />Below <br />Slurry Cement — <br />Backfill <br />12"0 CSP <br />Match Cross Slope <br />of Existing Pipe <br />Native <br />Material <br />0.25' HMA Existing <br />(Min) Surface <br />Magnolia Avenue — Sta 12+50 <br />NOTE: Place HMA 1 " thicker than existing <br />pavement with a minimum thickness of 0.25'. <br />Fill void area from removed pipe with native <br />material. <br />MAGNOLIA AVENUE AND MAHON AVENUE RESURFACING Sheet No. <br />(EscaIon —Bel Iota Road to Campbell Avenue) 4 of 6 <br />