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TS <br />314.48 <br />SW <br />314.42SW <br />314.30TOC <br />313.72 <br />FL <br />313.91ARRO <br />W <br />317.87 <br />FL <br />317.38 <br />FL <br />317.09 <br />FL <br />316.88 <br />FL <br />316.59 <br />FL317.12TOC <br />316.97 <br />TOC <br />317.10 <br />TOC <br />317.91 <br />TOC <br />318.49 <br />TOC <br />317.91 <br />LIP <br />317.10 <br />LIP <br />316.94 <br />LIP <br />316.60 <br />LIP <br />317.28SW <br />317.42 <br />SW <br />317.21 <br />SW <br />317.34 <br />SW <br />318.20 <br />SW <br />318.42 <br />SW <br />318.67 <br />SW <br />318.17 <br />SL <br />318.06 <br />PAV <br />317.44 <br />XW <br />316.83 <br />XW <br />315.46 <br />FL <br />316.03 <br />TOC <br />316.18SW <br />316.26 <br />SW <br />317.97 <br />FL <br />317.85 <br />FL <br />317.66 <br />FL <br />317.70 <br />LIP <br />317.89 <br />LIP <br />318.01 <br />LIP <br />318.46 <br />TOC <br />318.18 <br />TOC <br />317.30 <br />PAV <br />317.49 <br />PAV <br />317.60 <br />PAV <br />317.72 <br />PAV <br />317.86 <br />PAV <br />317.85 <br />PAV <br />317.97 <br />PAV <br />318.00 <br />PAV <br />318.15 <br />PAV <br />318.13 <br />PAV <br />318.56 <br />SW <br />318.36 <br />SW <br />315.95 <br />FL <br />315.02 <br />FL <br />315.10 <br />LIP315.53 <br />LIP <br />316.00 <br />LIP 315.63 <br />PAV <br />315.77 <br />PAV316.17 <br />PAV <br />316.29 <br />PAV <br />316.52 <br />TOC <br />315.60 <br />TOC <br />316.79SW <br />316.84 <br />SW <br />317.40 <br />PAV <br />317.29 <br />PAV <br />TS <br />W. LAS POSITAS BLVD. <br />FO <br />O <br />T <br />H <br />I <br />L <br />L <br /> <br />R <br />D <br />. <br />10' <br />R <br />3 <br />0 <br />' <br />FL: 317.04' <br />TOC: 317.54' <br />1.5% <br />FL/TOC: 317.28' <br />6' <br />- <br />9 <br />" <br />5'-11" <br />1.5% <br />SW/TOC:317.25' <br />9' <br />- <br />3 <br />" <br />SW: 317.34' <br />1 <br />% <br />8' <br />7'-5" <br />5'-3" <br />4.7%FL: 316.71' <br />TOC: 317.21' <br />6.3% <br />SW: 317.44' <br />1.3%8'-10" <br />317.36' <br />10'- <br />4 <br />" <br />7.5 <br />% <br />4.8% <br />6.3% <br />12 <br />' <br />- <br />1 <br />0 <br />" <br />FL: 317.65' <br />TOC: 318.15' <br />2.8 <br />% <br />FL: 317.80' <br />TOC: 318.42' <br />0.5 <br />% <br />10 <br />' <br />1. <br />5 <br />% <br />6.7% <br />SW: 318.11' <br />9'-9" <br />0.5%10'-11 <br />" <br />7'-8 <br />" <br />TR <br />A <br />N <br />S <br />I <br />T <br />I <br />O <br />N <br />1.4% <br />EX. TRAFFIC SIGNAL BOX,ADJUST TO GRADE <br />EX. TRAFFIC SIGNAL CONCRETE POUR,SEE DETAIL "A" , G-2. <br />16'-3 <br />" <br />R/R 28 LF OFC/G <br />10' <br />FL: 316.08' <br />TOC: 316.62' <br />6.3% <br />10' <br />FL: 315.45' <br />TOC: 316.03' <br />8' <br />6.3% <br />3% <br />R/R 75 SF OFS/W <br />R/R 27 LFOF C/G <br />3'- <br />1 <br />0 <br />" <br />R/R ADDITIONAL75SF OF HMA <br />6.8 <br />% <br />1. <br />2 <br />% <br />EX. 8" CURB <br />EX. 7" CURB <br />REPLACE 12" WHITE(TYP.)EX. SOUNDWALL, <br />PROTECT IN PLACE <br />(7889) <br />12'-10 <br />" <br />4% <br />REMOVE EX. CONCRETE AND <br />REPLACE WITH SOIL (68SF) <br />USE 3/4" SIZEEXPANSION MATERIAL <br />INSTALLVERTICALCURB <br />A1-4 <br />8 <br />AS SHOWN <br />WEST LAS POSITAS BOULEVARD AND FOOTHILL ROAD SOUTH 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 />A <br />r <br />c <br />h <br />i <br />v <br />e <br />\ <br />C <br />I <br />P <br />- <br />2 <br />5 <br />5 <br />0 <br />9 <br /> <br />W <br /> <br />L <br />a <br />s <br /> <br />P <br />o <br />s <br />i <br />t <br />a <br />s <br /> <br />a <br />n <br />d <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 />s <br /> <br />A <br />1 <br />- <br />3 <br /> <br />a <br />n <br />d <br /> <br />A <br />1 <br />- <br />4 <br /> <br />- <br /> <br />V <br />2 <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 />0 <br />2 <br />: <br />3 <br />4 <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 /> 8 40 <br />BID ITEM NO. 14 SHALL INCLUDE ALL WORK <br />INDICATED ON THIS DRAWING.