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+J <br />Conform 9 EP <br />EP A <br />g�** R <br />Conform Lo� A <br />_ 12' min <br />Existing width <br />Variable depth HMA over <br />existing paved driveway <br />DRIVEWAY (TYPE E) <br />--- -� IP <br />i� g'* <br />R <br />' <br />Confc <br />-- Conform 9 EP <br />12' min <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY (TYPE D) <br />1 <br />Const EP const EP <br />-/-HMA Overlay Dr8*I HMA Overlay - Driveway I <br />* E <br />E <br />p <br />- Existing I Match <br />Match o Surface o <br />Existin Sloe ar v Existin Slop e <br />0' <br />ar v <br />��� 10 ax) ,/T/T/�T/T//TT —a ax <br />-- - - -0.04' <br />Existing -Var depth HMA over <br />Roadway existing surface <br />SECTION A—A <br />**Sta 30+34 (Lt) - 9.00' <br />CONCRETE DRIVEWAYS <br />Sta <br />47+63 (Rt) <br />Saw <br />Cut <br />0 <br />5' <br />Sta <br />62+15 (Lt) <br />Saw <br />Cut <br />® <br />6' <br />Sta <br />164+38 (Rt) <br />Saw <br />Cut <br />® <br />3' <br />Sta <br />172+00 (Rt) <br />Saw <br />Cut <br />@ <br />4' <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />Andres Andrade 1 2/23 <br />- -- - r <br />Existing / <br />Roadway <br />-- -4' min <br />Existing-- See Note Below 0.50' HMA <br />Surface <br />Existing -- <br />Roadway <br />PAVEMENT REPAIR (TYPE 1) <br />Existing 4' min <br />Surface See Note Below 0.25' HMA <br />Existing <br />Roadway <br />PAVEMENT REPAIR (TYPE 2) <br />NOTE: Approximate dimensions and locations used for estimating <br />purposes are available on Bid Express website. Dimensions and <br />locations are subject to change at the Engineer's discretion. <br />Existing <br />--Surface <br />D Excavated Material <br />0.30' HMA over shaped and <br />compacted native material <br />SECTION B—B <br />*Sta 34+16 (Lt) - 9.50' *Sta 41+09 (Lt) - 10.00' <br />*Sta 41+85 (Lt) - 9.00' *Sto 121 +24(Lt) - 9.00' <br />*Sta 121 +94(Lt) - 9.00' *Sta 202+19(Rt) - 9.00' <br />NOTE: Portion of existing concrete driveway must <br />be removed from the point nearest edge of <br />pavement to distance from edge of pavement <br />noted on the left. Concrete driveways must be <br />saw cut to provide a neat joint at the conform <br />line. <br />TYPICAL DRIVEWAY DETAILS <br />NO SCALE I CONSTRUCTION DETAILS <br />DATE CHECKED DATE <br />2/7/23--� 2/7/23 <br />Doi f <br />Limits of Clearing and Grubbing <br />and mailbox relocation <br />EP <br />2' 2' E <br />i1 <br />- <br />Conform TE <br />_87 30° <br />�V°r � <br />--- �. <br />Variable Depth- Existing <br />Shoulder Backing Roadway <br />SHOULDER DETAIL 3 <br />Sta 53+37ti UORI J )DRAWINC. <br />Co""moru► <br />No -- <br />Dow ...� <br />Any F%4 son hent nft Dm Shouw ift ft <br />411111 tnt'orn eUm Ow n <br />UNCAN ROAD AND EIGHT MILE ROAD RESURFACING Sheet No. <br />(Duncan Road: 250' North of Comstock Road to Eight Mile Road; 5 of 6 <br />Eight Mile Road: Jack Tone Road to Duncan Road <br />