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Conform Conform <br />@ EP ,, _ ® EP B <br />Variable depth Asphalt Concrete 2' 1' min Class <br />Min <br />2'— 10' <br />0.30' Asphalt Concrete ov/ <br />e_1 <br />4'® R over existing paved driveways R (Typ) (Typ) C Aggregate Base <br />shaped & compacted natiand frontages. <br />A B _ Flow lie <br />Conform Conform Existing Width (Exist) <br />Existing Width — _ — <br />12' Min 12 Min <br />TYPE E DRIVEWAY DETAIL— <br />412" k_SPTYPEDDRIVEWAYDETAILN0ailAvenue: Sta 14+73 (Lt)-6 .60't-F Pipe C <br />NOTE FL <br />Portion of existing PCC driveway shall be PIPED DRIVEWAY DETAIL Crremovedfromtheedgeofpavementto ^^ <br />the distance listed above. NOTE: ..1 <br />M(© See Resident Engineer for a list of driveway dimensions Const EP © <br />New ditch depth, width & FL toSeey ) <br />AC Overlay 4 o conform to existing ditch dimensions. 0Driveway :3 <br />Var, Var o ® Placement of Class 2 Aggregate Base <br />Const EP (10ylax 0.04 is to be included and paid for as Y <br />AC Overlay 2'-10' o N _ _—I <br />Shoulder Backing item of work. <br />JDriveway <br />Existing Var depth AC Exist) Varma Var (10q max) Roadway over exist surface <br />surface <br />I — — — — SECTION B—B <br />I — J <br />Existing EP <br />e DExistingsurface <br />0.30 AC Roadway g'-10' Driveway (Typ ) <br />Roadway Limits of EarthworkSECTIONA—A <br />R&D Existing Concrete Driveways/Walkways (Miscellaneous Areas) <br />shall be included and paid by Removing Sta 12+33 Conform FL Pipe <br />Concrete item of work. PCC shall be saw End AC Planing 0.00' <br />cut to provide a neat joint at the conform line. <br />EP Ep Var Var <br />Ditch <br />Conform <br />Existing <br />Grade <br />End PCC Frontage <br />Bacon Street: Mistletoe Avenue: Young Street: ¢ Sta 12+08 0.17'* <br />Sta 12+43 (Lt) Sta 14+95 (Lt) Sta 12+60 (Rt) `V _ _ <br />Belle Avenue: Sta 16+82 (Lt) Sta 13+19 (Rt) 0-75__ <br />Sta 10+46 (Lt) *Sta 20+39 (Lt) *Sta 13+55 (Rt) ,. Existing Roadway Min' , FL <br />Sta 10+70 (Lt) *Sta 21+10 (Lt) Sta 13+95 (Lt) <br />Const PCC Frontage (Exist) 0.60 <br />Sta 11+43 (Lt) Sta 21+40 (Rt) Sta 16+15 (Rt)® <br />Class 2 <br />Sta 12+82 (Lt) Sta 23+00 (Lt) Sta 17+10 (Rt) a <br />F <br />Sta 11 +07 0.17** Aggregate 012" CSP <br />EP w Begin PCC Frontage Base <br />Sta 16+84 (Rt) Vail Avenue: Sta 19+56 (Rt) ca SECTION C—C <br />Sta 17+30 (Rt) Sto 13+65 (Lt) Sta 19+66 (Lt) EP <br />Sta 17+80 (Lt) Sta 18+20 (Lt) Sta 20+40 (Rt) Begin AC Planing 0.00 <br />j Sta 18+25 (Rt) Sta 18+24 (Rt) Sta 20+95 (Lt) Sta 10+82 Conform <br />Belle Avenue: Sta 17+03 to Sta 17+21 (Rt) <br />cn Sta 18+75 (Rt) Sta 19+59 (Rt) Mistletoe Avenue: Sta 15+86 to Sta 16+33 (Lt) <br />Sta 20+83 (Lt) <br />0.00' 0.17'** Vail Avenue: Sta 14+60 to Sta 14+90 (Rt) <br />o 4' Sta 15+73 to Sta 15+93 (Rt) <br />PCC DRIVEWAY/WALKWAY LISTAC PLANING AT PCC FRONTAGE DETAIL Sta 18+84 to Sta 19+02 (Rt) <br />Payment for Walkways shall be **Below the edge of the <br />Sta 19+10 to Sta 19+53 (Lt) <br />paid by Driveway (Type D) item of work. existing PCC frontage <br />See Resident Engineer for a list of walkway dimensions) <br />o <br />COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS SHELTERED OAKS AND Sheet No. <br />SUNNY VALLEY GARDENS RESURFACING 7 of 9 <br />DRAWN BY DATE ,PROJECT ENGINEER DATE CHECKED DATE <br />D. Gambini 4/12 o