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(z <br />C <br />Conform <br />Ccs FP <br />Conform <br />Existing Width <br />12' M i n <br />DRIVEWAY (TYPE D) <br />EP <br />f <br />4'* <br />Const <br />EP <br />HMA Overlay 4'* <br />Driveway <br />Conform <br />Match <br />Exist Slope (1 V rMax) Existing <br />� � Surface <br />Existing R&D Excavated <br />Roadway 0.30 HMA Material <br />SECTION A—A <br />Emerson Road: *Sta 10+65 (Lt) — 6' HMA Dwy <br />*Sta 12+14 (Rt) — 2' HMA Dwy/Frontage <br />*Sta 14+95 (Rt) — 2' HMA Dwy <br />*Sta 17+30 (Lt) — 6' HMA Dwy <br />*Sta 21+25 (Lt) — 1.1' HMA Dwy <br />*Sta 21+71 (Lt) — 1' HMA Dwy <br />Eunice Avenue-, *Sta 51 +36 (Rt) — 2' HMA Dwy <br />*Sta 56+46 (Lt) — 7' HMA Dwy <br />NOTE: Portion of existing PCC and/or asphalt concrete <br />driveway must be removed from the point nearest the <br />edge of pavement to that specified above. Surface must <br />be sawcut to provide a neat joint at the conform line. <br />Conform <br />® EP B <br />\Variable depth HMA over <br />existing paved driveway <br />L-► B <br />Existing Width _ <br />12' Min <br />DRIVEWAY (TYPE E) <br />Const <br />EP <br />HMA Overlay 4'0 <br />I Driveway <br />I Match <br />_Exist Slope 0V rMax) <br />Existing <br />Roadway <br />b <br />Conform <br />EP <br />t <br />4'0 <br />Conform <br />� - 0.04' <br />Var depth L <br />HMA over Existing <br />existing surface Surface <br />SECTION B—B <br />Emerson Road: 0 <br />Sta <br />10+07 <br />(Rt) <br />— 1.5' HMA Dwy <br />0 <br />Sta <br />14+19 <br />(Lt) — <br />1' HMA Dwy <br />0 <br />Sta <br />16+70 <br />(Rt) — <br />1' HMA Dwy <br />Eunice Avenue: 0 Sta 50+61 (Lt) — 6' HMA Dwy/Frontage <br />0 <br />Sta <br />52+46 <br />(Rt) <br />— 7' <br />HMA <br />Dwy <br />0 <br />Sta <br />57+56 <br />(Lt) — <br />5' <br />HMA <br />Dwy <br />0 <br />Sta <br />59+10 <br />(Lt) — <br />6' <br />HMA <br />Dwy <br />0 <br />Sta <br />60+50 <br />(Rt) <br />— 8' <br />HMA <br />Dwy/Frontage <br />TYPICAL DRIVEWAY DETAILS <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Nung No 01/20 <br />PROJECT ENGINEER <br />riLGOHD �� <br />L�W1NQ <br />corrections Rv. �,_ <br />No Chi ,�� G� / ,r• <br />Date l3DD/� . <br />Any Person UWg This Dray Y . <br />All kdormation By inspect= <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE CHECKED DATE <br />°'/2.° r';.�e 2/7/; <br />4' Min <br />Existing (See Note Below) <br />Surfuce <br />Existing <br />Roadway <br />0.50' HMA <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations <br />used for estimating purposes are available. <br />Dimensions and locations are subject to <br />change at Engineers discretion. <br />0.17' HMA <br />Overlay <br />r----1 <br />Slurry Cement <br />Rackfill <br />Place 12" CSP <br />(0.079" Thick) <br />Match Exist <br />Invert Elev & <br />Cross Slope of <br />Exist Pipe <br />Place HMA to match <br />thickness of <br />exist pavement <br />CROSS DRAIN <br />BACKFILL DETAIL <br />Emerson Road: Sta 21 +88 <br />Sta 22+98 <br />A For the last 1' at each end of the <br />pipe, increase dimension to 18". <br />EMERSON ROAD AND EUNICE AVENUE RESURFACING I Sheet No. <br />(1,330' west of North 99 Frontage Road West to North 99 Frontage Road West; Calimyrna Road to Collier Road) 5 of 6 <br />Existing <br />Surface <br />- <br />b„ <br />--� <br />............. <br />Min o <br />Var <br />1 <br />Native <br />Material <br />CROSS DRAIN <br />BACKFILL DETAIL <br />Emerson Road: Sta 21 +88 <br />Sta 22+98 <br />A For the last 1' at each end of the <br />pipe, increase dimension to 18". <br />EMERSON ROAD AND EUNICE AVENUE RESURFACING I Sheet No. <br />(1,330' west of North 99 Frontage Road West to North 99 Frontage Road West; Calimyrna Road to Collier Road) 5 of 6 <br />