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v <br />M <br />M <br />Fn <br />z <br />0 <br />A <br />N Const <br />_I <br />Existing o <br />Ground <br />Conform ® Edge <br />of Driveway 1 <br />1 <br />�1 <br />Existing Driveway <br />I A I <br />COLD PLANE PAVEMENT DETAILS AT <br />DRIVEWAYS <br />Const <br />Limits of Clearing & Grubbing <br />Misc Areas <br />1' 1' <br />0.25' Shoulder <br />Backing <br />EP <br />10'-12' <br />0.25 vHMA Overlay <br />Var <br />L— — --i <br />Existing Roadway <br />� a i I 1 ll M. <br />SHOULDER DETAIL <br />See Sht No. • for Locatio-ts <br />COUNTY OF SAN JOAQUIN NO SCALE <br />IM <br />DRAWN BY DATE I PROJECT ENGINEER <br />C GIYIGc11t c�2i 1 02/2021 <br />r— EP <br />-airy rson using rule 1M!". - <br />"0 <br />M!". "0 1000 01tior° fir;' 4n8RW e <br />Const 0.25' HMA Overlay <br />10'-12' EP Var <br />E <br />o <br />Var, 0 <br />I <br />Existing Roadway <br />Const <br />Const <br />10' EP 21 2' <br />0.25' HMA Overlay <br />E <br />Var8%` � Existing <br />Var U Ground <br />Var Depth <br />— — — — —� Shoulder Backing <br />Existing Roadway <br />SHOULDER DETAIL 2 <br />Sta 59+20 to Sta 60+00 (Rt) <br />CONSTRUCTION DETAILS <br />DATE CHECKED BY DATE <br />2/23/21 2/23/21 <br />Existing Dwy <br />10' 1, 2' <br />0.25' HMA Overlay <br />Existing Dwy <br />I Var � 4% ` — Var. <br />if — <br />� I <br />— — — — R & D Existing AC <br />Place 0.30' HMA on <br />Existing Roadway shaped & compacted <br />SECTION B—B native <br />0.30' HMA over shaped B Conform ® EP <br />& compacted native <br />EP <br />1:1'M0 1:1 <br />0"M Conform <br />27' <br />ALHAMBRA AVENUE RESURFACING <br />(Shippee Lane to Morada Lane) <br />Sheet No. <br />5 of 6 <br />