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TS <br />TS313.87 <br />FL <br />314.68 <br />FL <br />314.71 <br />FL <br />315.14 <br />TOC <br />314.74 <br />TOC <br />314.46 <br />TOC <br />314.57 <br />SW <br />314.66 <br />SW <br />315.15 <br />SW <br />314.86 <br />SW 314.94 <br />SW <br />315.31 <br />SL <br />314.82 <br />SL <br />314.87 <br />XW <br />313.3 <br />2FL <br />313.96 <br />TOC <br />314.16SW <br />314.26SW <br />P <br />G <br />E <br />314.26ARRO <br />W <br />314.03 <br />FL <br />314.42 <br />FL <br />314.69 <br />FL <br />314.44 <br />FL <br />315.06 <br />TOC <br />315.06 <br />TOC <br />314.67 <br />TOC 314.36 <br />TOC313.70 <br />FL <br />313.81 <br />LIP <br />314.12 <br />LIP <br />314.51 <br />LIP <br />314.54 <br />LIP <br />313.98 <br />LIP <br />314.66 <br />PAV <br />314.82 <br />PAV <br />315.07 <br />PAV <br />315.11 <br />PAV <br />315.32 <br />PAV <br />315.02 <br />PAV <br />314.70 <br />PAV <br />314.89 <br />PAV <br />314.26 <br />PAV <br />314.4 <br />0PAV <br />313.92PAV <br />314.0 <br />6PAV <br />315.26ARRO <br />W <br />315.43 <br />PAV <br />315.27 <br />SW <br />314.16 <br />SW <br />314.50 <br />SL <br />314.84 <br />SW <br />315.12 <br />SW <br />315.24 <br />SW <br />315.42 <br />SW <br />316.09PAV <br />315.52PAV <br />T <br />V <br />314.40 <br />PAV <br />314.18 <br />PAV <br />313.92 <br />PAV <br />313.74 <br />LIP <br />313.67 <br />FL <br />313.38 <br />FL <br />313.48 <br />LIP <br />313.61 <br />PAV <br />7'-9" <br />FO <br />O <br />T <br />H <br />I <br />L <br />L <br /> <br />R <br />D <br />. <br />FL/TOC: 315.21' <br />FL: 314.58' <br />TOC: 315.16' <br />3. <br />9 <br />% <br />3 <br />. <br />2 <br />% <br />11 <br />' <br />- <br />8 <br />" <br />FL: 313.87' <br />TOC: 314.46' <br />6. <br />1 <br />% <br />1. <br />5 <br />% <br />(HP) FL: 315.37' <br />TOC: 315.87' <br />10'4.7% <br />FL: 314.97' <br />TOC: 315.47' <br />4% <br />FL: 314.57' <br />TOC: 315.07' <br />4% <br />FL: 314.00' <br />TOC: 314.62' <br />7'-8" <br />4%4% <br />4% <br />SW: 315.50' <br />SW: 315.65' <br />1. <br />5 <br />% <br />1.2% <br />1 <br />0 <br />' <br />7' <br />- <br />6 <br />" <br />2. <br />6 <br />% <br />4. <br />8 <br />% <br />1.5% <br />13' <br />- <br />3 <br />" <br />SW: 315.25' <br />1.5 <br />% <br />3% <br />T <br />R <br />A <br />N <br />S <br />I <br />T <br />I <br />O <br />N <br />2% <br />0.6 <br />% <br />EX. SOUNDWALL, <br />PROTECT IN PLACE <br />(7988) <br />EX. PG&E BOX,ADJUST TO GRADE <br />EX. STREET LIGHTCONCRETE POUR,SEE DETAIL "A" , G-2. <br />R30' <br />9' <br />4'- <br />5 <br />" <br />EX. TRAFFIC SIGNAL,PROTECT IN PLACE <br />EX. TRAFFIC SIGNAL BOX,ADJUST TO GRADE <br />EX. TRAFFIC SIGNAL CONCRETE POUR,SEE DETAIL "A" , G-2. <br />EX. TRAFFIC SIGNAL,PROTECT IN PLACE <br />EX. BIKE LANE <br />EX. CROSSWALK <br />1.5% <br />2.3% <br />5' <br />- <br />3 <br />" <br />SW/TOC:315.42' <br />8' <br />8'-9 <br />" <br />0.5% <br />1. <br />5 <br />% <br />6. <br />7 <br />% <br />7'-2" <br />EX. 8" CURB <br />EX. 8" CURB <br />14'-3" <br />R/R 190 SFOF S/W <br />R/R 42 LF OF C/G <br />R/R 138 SF OF S/W <br />R/R 40 LFOF C/G <br />10 <br />' <br />- <br />3 <br />" <br />1 <br />0 <br />' <br />4% <br />W. LAS POSITAS BLVD. <br />R/R WITH (OS) CASE FADA RAMP <br />6'-8" <br />9'-6 <br />" <br />10' <br />5 <br />' <br />1 <br />0 <br />' <br />13'- <br />5 <br />" <br />5' <br />- <br />7 <br />" <br />SW: 315.22' <br />5 <br />% <br />4 <br />' <br />- <br />8 <br />" <br />315.43' <br />3 <br />. <br />2 <br />% <br />FL: 314.89' <br />TOC: 315.43' <br />8'-9" <br />SW: 315.08' <br />REMOVE EX. CONCRETE <br />AND REPLACE WITH SOIL <br />(MATCH EX. ADJACENT) <br />7'-5 <br />" <br />11 <br />' <br />- <br />4 <br />" <br />INSTALL <br />VERTICAL CURB <br />4 <br />' <br />SW/TOC:315.54' <br />INSTALL COBBLE PAVING PER <br />CITY STANDARD DET. 805 (65SF) <br />FL: 315.17' <br />TOC: 315.67' <br />USE 3/4" SIZEEXPANSION MATERIAL <br />A1-3 <br />7 <br />AS SHOWN <br />WEST LAS POSITAS BOULEVARD AND FOOTHILL ROAD NORTH 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 />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 />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 />0 <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.