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FO <br />O <br />T <br />H <br />I <br />L <br />L <br /> <br />R <br />D <br />BERNAL AVE <br />TS <br />T <br />S <br />300.00 <br />CP 300.21 <br />TS <br />299.39 <br />FL <br />299.01 <br />FL <br />298.56 <br />FL <br />298.28 <br />FL <br />298.04 <br />FL <br />297.74 <br />FL <br />296.91 <br />FL <br />296.13 <br />FL <br />295.46 <br />FL <br />295.90 <br />TOC <br />296.58 <br />TOC <br />297.37 <br />TOC <br />298.19 <br />TOC <br />299.47 <br />TOC <br />299.86 <br />TOC299.51 <br />LOG <br />299.03 <br />LOG <br />298.66 <br />LOG <br />298.37 <br />LOG <br />298.15 <br />LOG <br />296.96 <br />LOG 296.20 <br />LOG 295.56 <br />LOG <br />297.4 <br />0SW <br />298.08 <br />SW <br />299.03 <br />SW <br />298.48 <br />SW <br />299.27 <br />SW <br />299.38 <br />SW <br />299.04 <br />SW <br />298.50 <br />SW <br />297.91 <br />SW <br />297.29 <br />SW <br />296.67 <br />SW <br />296.89 <br />SW <br />297.26 <br />SW <br />298.34 <br />SW <br />299.04 <br />SW <br />299.66 <br />SW <br />299.83 <br />SW <br />300.23 <br />SL <br />297.94 <br />POLE <br />296.42 <br />SL <br />296.7 <br />8ARR <br />O <br />W <br />295.7 <br />4PAV <br />296.4 <br />7PAV <br />297.24 <br />PAV <br />297.53 <br />STRIPE <br />298.50 <br />STRIPE <br />299.18 <br />STRIPE <br />298.80 <br />PAV <br />299.2 <br />1PAV <br />298.01 <br />PAV <br />297.8 <br />8PAV <br />299.56 <br />PAV <br />299.88 <br />PAV <br />299.82 <br />LOG <br />299.66 <br />FL <br />300.12 <br />TOC <br />5 <br />. <br />2 <br />% <br />2.1% <br />6 <br />. <br />4 <br />% <br />7 <br />. <br />2 <br />% <br />6 <br />. <br />1 <br />% <br />7. <br />7 <br />% <br />8. <br />4 <br />% <br />8.1 <br />% <br />6.4% <br />FL: 298.61' <br />FL/TOC: 298.37' <br />LOG: 298.62' <br />FL: 298.94' <br />TOC: 299.24' <br />LOG: 298.53' <br />5% <br />4.7% <br />1 <br />. <br />5 <br />% <br />6 <br />. <br />2 <br />% <br />LOG: 298.96' <br />FL: 297.18' <br />TOC: 297.68'14 <br />% <br />LOG: 297.24' <br />11% <br />298.64' <br />3% <br />4 <br />. <br />7 <br />% <br />1.3 <br />% <br />1. <br />5 <br />% <br />7. <br />7 <br />% <br />5'7' <br />- <br />5 <br />" <br />298.76' <br />1.3% <br />1.7% <br />3.1% <br />7. <br />3 <br />% <br />8. <br />5 <br />% <br />9. <br />3 <br />% <br />8. <br />2 <br />% <br />298.83' <br />1.5% <br />298.71' <br />1. <br />5 <br />% <br />4.1% <br />4'-9" <br />TRAN <br />S <br />I <br />T <br />I <br />O <br />N <br />299.26' <br />7 <br />% <br />2.5% <br />.3% <br />6'-2"297.91' <br />3.4 <br />% <br />7. <br />5 <br />% <br />1 <br />0 <br />. <br />8 <br />% <br />8 <br />% <br />12 <br />. <br />1 <br />% <br />8.8 <br />% <br />.8% <br />10% <br />6.3% <br />TRAN <br />S <br />I <br />T <br />I <br />O <br />N <br />11.5% <br />1. <br />5 <br />% <br />2.4% <br />R/R ADDITIONAL 125SF HMA <br />R/R 10LF OF C/G <br />R/R 10LF OF C/G <br />R/R 132SF OF S/W <br />TS <br />SL <br />R/R WITH BLENDED <br />TRANSITION ADA RAMP <br />A4-2 <br />18 <br />AS SHOWN <br />FOOTHILL ROAD RAMP DETAIL <br />\\ <br />d <br />e <br />l <br />u <br />c <br />c <br />h <br />i <br />\ <br />P <br />W <br />\ <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />\ <br />S <br />t <br />r <br />e <br />e <br />t <br />s <br />\ <br />A <br />n <br />n <br />u <br />a <br />l <br /> <br />C <br />u <br />r <br />b <br /> <br />a <br />n <br />d <br /> <br />G <br />u <br />t <br />t <br />e <br />r <br /> <br />R <br />e <br />p <br />l <br />a <br />c <br />e <br />m <br />e <br />n <br />t <br /> <br />C <br />I <br />P <br /> <br />2 <br />5 <br />5 <br />0 <br />9 <br />\ <br />D <br />e <br />s <br />i <br />g <br />n <br />\ <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />C <br />A <br />D <br />\ <br />C <br />I <br />P <br />- <br />2 <br />5 <br />5 <br />0 <br />9 <br />_ <br />F <br />o <br />o <br />t <br />h <br />i <br />l <br />l <br /> <br />R <br />a <br />m <br />p <br /> <br />D <br />e <br />t <br />a <br />i <br />l <br />_ <br />A <br />r <br />e <br />a <br /> <br />4 <br />. <br />d <br />w <br />g <br />\ <br />1 <br />2 <br />- <br />2 <br />3 <br />- <br />2 <br />4 <br /> <br /> <br />1 <br />2 <br />: <br />5 <br />8 <br />p <br />m <br /> <br /> <br />s <br />n <br />g <br />u <br />y <br />e <br />n <br />DWG NO.SCALE: <br />PROJECT NO.: <br />DATE: <br />ADAM M. NELKIE <br />CITY ENGINEER <br />NO. 78830 <br />EXP. 9/30/25 <br />DESIGN: <br />DRAWN: <br />CHECKED: <br />TRAFFIC ENGINEER: <br />CITY OF PLEASANTON <br />PUBLIC WORKS DEPARTMENT <br />REV. DATE DESCRIPTION ANNUAL CURB AND GUTTER FOR STREET RESURFACING PROJECT <br />OFDEC 23, 2024 <br />SN <br />GP <br />MT 19 <br />SN CIP-25509 <br />GRAPHIC SCALE(IN FEET) <br /> 6 30