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Op <br />O <br />W � <br />D <br />rm <br />M <br />z <br />0 <br />Conform <br />EP <br />I <br />rA <br />0.30 HMA over shaped <br />& compacted native <br />L-w-A <br />_ Existing Width <br />12' Min <br />DRIVEWAY (TYPE D� <br />Const <br />f1� HMA Overlay — <br />i <br />Match <br />Exist Slope <br />NX <br />Existing <br />Roadway <br />0.30' HMA <br />Conform <br />Driveway <br />or <br />EP <br />6'* <br />Conform <br />/ Existing <br />Surface <br />R&D <br />Excavated <br />Material <br />S ECTI 0 N A -A <br />*The following Type D Driveway <br />lengths are as noted below: <br />Sta 16+32 (Lt) — 4' PCC <br />Sta 25+17 (Lt) — 6' PCC <br />Sta 31 +88 (Rt) — 6' PCC <br />Sta 35+58 (Lt) — 6' PCC <br />Sta 40+36 (Lt) — 4' PCC <br />Sta 43+71 (Lt) — 6' <br />Sto 46+49 (Rt) — 7' PCC <br />Sta 51 +45 (Rt) — 6' <br />Sta 52+ 1 1 (Rt) — 6' <br />NOTE: Portion of existing PCC driveway must be <br />removed from the point nearest the edge of <br />pavement to that specified above. Concrete must be <br />sawcut to provide a neat joint at the conform line. <br />Conform <br />EP <br />1 <br />rB <br />p <br />Variable deth HMA <br />existing paved driv <br />Existing Width <br />12' Min <br />DRIVEWAY (TYPE <br />Co Est <br />EP <br />HMA Overlay 6'0 <br />i Driveway <br />Conform <br />Match <br />Exist Slope (� zo Mox) 0.04' <br />Existing — Var depth <br />HMA over Existing <br />Roadway Surface <br />existing surface <br />6'0 <br />EhQ�Mw of k <br />t O A'DD ►=r►oN AL <br />s-rrn,ws. <br />�—j01 VJbrT r <br />SECTION B-B <br />OThe following Type E Driveway <br />lengths are as noted below: <br />Sta 11 +36 (Rt) — 8' <br />Sta 11 +81 (Rt) — 9' <br />RECO� [�v1r� hlf� <br />Q�r�rwllnws � <br />N� ChM• a� _ <br />AAy hrson U" I his Urew ing 6houlo <br />AN Information By In@pvaNig The Me Of WVb <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS <br />DRAWN BY <br />Jonat�,a�i Curry <br />DATE PROJECT ENGINEER <br />l0/23 <br />DATE CHECKED <br />U <br />DATE <br />10/23 <br />Const <br />HMA <br />Overlay <br />Earthwork <br />(Misc Areas) <br />�- Conform <br />Var 87 — <br />Existing Shoulder L 0.25' <br />Roadway Backing <br />SHOULDER DETAIL <br />ELARTHWORK (MISC AREAS <br />Sto 24+00 (Rt) to Sta 24+50 (Rt) <br />Sto 38+00 (Rt) to Sta 43+00 (Rt) <br />Sto 45+25 (Lt) to Sta 46+25 (Lt) <br />Sto 47+00 (Lt) to Sta 48+10 (Lt) <br />Sto 55+00 (Lt) to Sta 58+00 (Lt) <br />MtkwUHIJ U"A VVINU <br />Ao C11�n a <br />DEN O 3 <br />MCI U*kV fN9 Drawing Should Vlr <br />111MIon sting The a tle of IMa111Y <br />4' Min <br />Existing <br />Surface <br />_r <br />Existing <br />Roadway <br />(See Note Below) <br />i <br />0.25' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations used <br />for estimating purposes are available on Bid <br />Express website. Dimensions and locations are <br />subject to change at Engineer's discretionEC%jrib "rvw%vv#iv4kj <br />, <br />e 1l <br />CorreotIs�ns � <br />Nina <br />M� Ch�nq�a y <br />My w�ram Ueft This Drawing shohrl�/ <br />f <br />#iA In�orwomtion By Inspecting The Site Of Vftrk <br />CRITCHETT ROAD RESURFACING <br />(Kasson Road to East End) <br />Sheet No. <br />4 of 5 <br />