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EP <br />**8P <br />EP <br />Conform ® EP <br />r► A <br />R R <br />onrorm \ L-► A <br />12' min <br />Exist width <br />Conform <br />Variable depth HMA over Exist <br />paved driveway <br />: VILNJ &7 ff I I1 <br />Conform @ EP <br />r► B <br />L-► B <br />12' min <br />Exist width <br />0.30' HMA over shaped and <br />compacted native material <br />1:1 <br />NOTE: Portion of exist driveway must be <br />removed from the point nearest to the edge <br />of pavement to the given lengths into the <br />driveway. <br />Concrete must be saw cut to provide a neat <br />joint at the conform line. <br />if <br />C017st EP Driveway <br />HMA Overlay**87 E <br />0 <br />Var (10� ar o Exist <br />�Z. 21- �M —1, I - 1 surface <br />----------- - L-0.04' <br />Exist Roadway - <br />Var depth HMA over <br />exist surface <br />SECTION A—A <br />**Sto 14+21 12' (Lt) <br />Comd1ona By W v rvt <br />No Chrvow `11%y <br />Clow <br />Any Panox. Q This Dry, Should Verify <br />AN <br />� P ' fit In* Bair 0 <br />Const EP Driveway <br />HMA Overlay **8' E <br />♦ <br />or ° Exist <br />Var _ (1 pq axe 0 Surface <br />Exist Roadway R & D Excavated Materia <br />*0.30' HMA over shaped <br />and compacted native material <br />SECTION B—B <br />**Sta 14+85 10' (Lt) **Sta 21+38 2' (Lt)* (0.50') <br />**Sto 17+33 10' (Rt) **Sta 22+53 2' (Lt)* (0.50') <br />Sto 18+45 ♦7.5% max (Lt) **Sta 44+89 10' (Lt) <br />**Sta 52+32 12' (Lt) <br />TYP I CAL D R IVEWAY D ETAI L <br />COUNTY OF SAN JOAQUIN I No SCALE <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />A. Eelir <br />6/2020 <br />A;* � K <br />6111120 <br />xf C,-, s .,. , 3 <br />Concrete <br />Driveways <br />Sta <br />15+64 <br />8' <br />(Lt) <br />** Sta <br />16+89 <br />10' <br />(Rt) <br />CONSTRUCTION DETAILS <br />DATE <br />�&, (V <br />Exist <br />Roadway <br />4' min <br />See Note Below <br />�{ Exist <br />Surface <br />0.50' HMA Pavement Repair <br />PAVEMENT REPAIR DETAIL (TYPE 1)_ <br />4' min <br />See Note Below <br />Milled <br />-_-_� TSurface <br />Exist <br />Roadway <br />Exist <br />Surface <br />0.25' HMA Pavement Repair <br />PAVEMENTREPAIR DETAIL (TYPE 2) <br />NOTE: Approximate dimensions used for <br />estimating purposes are available on <br />BidExpress Dimensions and locations are <br />subject to change at Engineer's discretion. <br />J' Earthwork (Misc Areas) <br />Const EP E <br />HMA Overlay 4' 4' 0 Exist <br />c <br />Var , Surface <br />_ 8� = `Var <br />V ��1-- -- <br />Exist Roadway .30' Class 2 AB <br />AGGREGATE BASE SWALE DETAIL 5`7 <br />t, <br />Sta 18+78 (Rt) to Sta 19+24 (Rt), Sta 19+49 (Rt) to Sta 19+1RS <br />Sta 20+03 (Rt) to Sta 21 +10 (Rt) <br />Class 2 AB must be paid for under Shoulder <br />Backing bid item of work <br />DURHAM FERRY ROAD RESURFACING Sheet No. <br />(State Route 33 to 1.5 miles West of Kasson Road) 4 of 5 <br />