Laserfiche WebLink
J In <br />IM <br />M <br />M <br />0 <br />r <br />M <br />z <br />0 <br />1' <br />NOTE: Reduce Shoulder Backing <br />placement to existing hinge point, if <br />the existing shoulder width is less <br />than 4 feet. Const <br />I <br />I <br />--- -- - - - Limits of Clearing and Grubbing <br />- - - --- 18 21 ' <br />I <br />----------- - 17'-20' Geosynthetic Pavement Interlayer (Paving Fabric) <br />-- 0.25' HMA Overlay Match Match <br />Exist Slope Exist Slope <br />2' 2, EP <br />0.5'- <br />I <br />Vor I 8% <br />- Conform <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />4' <br />I Vor <br />- Conform <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />2, EP <br />0.5' i <br />8% <br />TE <br />TE <br />30' <br />TYPICAL SECTION <br />Sta 10+10 to Sta 63+04 <br />Existing <br />Roadway <br />RECORD DRAWING <br />0wrectlone br_ _ <br />No Changes By_.` w►- �,� <br />Ck ta-.. <br />Any Pe. r, . <br />AllInlOr+ - r r: Itiqn t Al <br />EP 2, 2, <br />--{ �— 0.5' <br />TE �— <br />V9r <br />i <br />Coi st <br />I <br />Limits of Clearing and Grubbing ........... -- - <br />-- -- --- .. 20 122' - - - <br />I <br />------- - 19'-21' Geosynthetic Pavement Interlayer (Paving Fabric) - - ---- -�.-� <br />0.25' HMA Overlay Match Match TE <br />Exist Slope Exist Slope <br />30' <br />TYPICAL SECTION <br />Sta 63+25 to Sta 95+56 <br />COUNTY OF SAN JOAQUIN <br />I NO SCALE <br />I TYPICAL SECTIONS <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Hv,o Ho <br />2/2022 <br />U'1� ' �f <br />f <br />/1M, � <br />1 <br />ift <br />_... Conform- <br />Variable Depth <br />4Shoulder Backing (Typ) <br />EP 2, 4, <br />-0.5 <br />8% I <br />Var <br />Existing Conform - <br />Roadway <br />Variable Depth <br />Shoulder Backing (Typ) <br />DODDS ROAD RESURFACING <br />(Carrolton Road to Mariposa Road) <br />Sheet No. <br />2 of 6 <br />