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ITEM 16 ATT 4
City of Pleasanton
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ITEM 16 ATT 4
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9/22/2025 4:19:10 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
8/19/2025
DESTRUCT DATE
15Y
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WM <br />P <br />G <br />E <br />TS <br />W. LAS POSITAS BLVD. <br />LA <br />K <br />E <br />W <br />O <br />O <br />D <br /> <br />S <br />T <br />296.79 <br />FL <br />296.20 <br />FL <br />296.10 <br />FL <br />296.60 <br />TOC <br />296.77 <br />TOC <br />297.28 <br />FL297.67 <br />FL <br />298.48 <br />FL <br />299.22 <br />FL <br />299.99 <br />FL <br />300.64 <br />TOC <br />299.87 <br />TOC 298.87 <br />TOC <br />297.25 <br />TOC <br />296.68 <br />SW <br />296.88 <br />SW <br />297.65 <br />SW <br />297.70 <br />SW <br />298.10 <br />SW <br />299.00 <br />SW <br />299.76 <br />SW <br />300.53 <br />SW <br />300.0 <br />8LIP <br />298.56 <br />LIP <br />299.32 <br />LIP <br />296.79 <br />LIP <br />296.40 <br />LIP <br />296.24 <br />LIP <br />296.16 <br />LIP <br />296.3 <br />3PAV <br />296.3 <br />8PAV <br />296.5 <br />9PAV <br />297.37 <br />PAV <br />297.80 <br />PAV <br />298.69 <br />PAV <br />299.4 <br />1PAV <br />300.1 <br />8PAV <br />298.89 <br />PAV <br />298.02 <br />PAV <br />297.58 <br />PAV <br />296.8 <br />5PAV <br />296.6 <br />2PAV <br />297.0 <br />6XW <br />297.16 <br />XW <br />297.1 <br />2XW <br />297.7 <br />1PAV <br />298.1 <br />3PAV <br />298.9 <br />0PAV <br />296.16 <br />LIP <br />295.14 <br />LIP <br />294.87 <br />LIP <br />294.16 <br />LIP <br />293.62 <br />LIP <br />293.56 <br />FL <br />294.09 <br />FL <br />294.82 <br />FL <br />295.12 <br />FL <br />295.76 <br />FL <br />296.06 <br />FL <br />296.52 <br />TOC <br />296.48 <br />TOC <br />296.37 <br />TOC <br />294.20 <br />TOC <br />294.35 <br />SW <br />294.90 <br />SW <br />295.02 <br />SW <br />295.11 <br />SW <br />295.27 <br />SW <br />296.40 <br />SW <br />293.75 <br />PAV <br />294.2 <br />8PAV <br />295.00 <br />PAV <br />295.34 <br />PAV <br />296.04 <br />PAV <br />296.36 <br />PAV <br />296.5 <br />2PAV <br />296.29 <br />PAV <br />295.64 <br />PAV <br />295.39 <br />PAV <br />294.4 <br />7PAV <br />295.7 <br />3PAV <br />296.9 <br />1PAV <br />298.0 <br />6PAV298.9 <br />9PAV <br />23'-6" <br />5' <br />- <br />1 <br />" <br />5' <br />- <br />8 <br />" <br />6 <br />' <br />- <br />3 <br />" <br />FL: 297.45' <br />TOC: 297.95 <br />5.8% <br />1.5% <br />FL/TOC: 297.34' <br />SW: 297.82' <br />SW: 297.84' <br />1. <br />2 <br />% <br />7% <br />TOC/SW: 300.80' <br />SW: 300.85' <br />5' <br />297.67'7' <br />SW: 297.74' <br />4.3 <br />% <br />LIP: 297.49' <br />11.5% <br />7'8% <br />5' <br />TRANSITION <br />1.5% <br />FL/TOC: 295.16' <br />295.32' <br />7'- <br />8 <br />" <br />1.5 <br />% <br />295.21' <br />FL: 295.05' <br />TOC: 295.55' <br />3% <br />SW: 295.38' <br />6'- <br />6 <br />" <br />SW: 295.31' <br />1% <br />1.5 <br />% <br />5' <br />1 <br />2 <br />' <br />12' <br />SW: 294.38' <br />7.5% <br />SW: 294.31' <br />3'-5" (±) <br />SW: 296.27' <br />7. <br />4 <br />% <br />9 <br />' <br />( <br />± <br />) <br />T <br />R <br />A <br />N <br />S <br />I <br />T <br />I <br />O <br />N <br />FL: 295.73' <br />TOC: 296.23' <br />0.5% <br />7'-3" <br />2 <br />. <br />8 <br />% <br />4 <br />. <br />3 <br />% <br />1. <br />5 <br />% <br />296.36' <br />FL <br />FL: 296.78' <br />TOC: 297.28' <br />4.1% <br />LIP: 297.38' <br />7.5 <br />% <br />SW: 297.40' <br />R/R 52 OF S/W <br />EX. STREET SIGN <br />TO BE ADJUSTED <br />14% <br />EX. SOUNDWALL, <br />PROTECT IN PLACE <br />1 <br />3 <br />' <br />- <br />2 <br />" <br />7 <br />. <br />9 <br />% <br />4'-4 <br />" <br />4'-11" <br />5'-3" <br />EX. SOUNDWALL, <br />PROTECT IN PLACE <br />EX. WM BOX,ADJUST TOGRADE <br />R/R CONCRETE <br />REMOVE EX. CONCRETE <br />AND REPLACE WITH SOIL <br />(MATCH EX. ADJACENT) <br />2' <br />(7854) <br />(7918) <br />EX. LIP OF GUTTER <br />8.2% <br />EX. ELECTRICALPEDESTRAL, <br />PROTECT IN PLACE <br />TRAFFIC SIGNAL <br />CONCRETE POUR , <br />SEE DETAIL "A" , G-2. <br />EX. PG&E BOX, <br />PROTECT IN PLACE <br />NEW LIP OF GUTTER <br />293.84 <br />BL <br />REPLACE 12" STOP BAR <br />EX. BF <br />ADJUST TRAFFIC <br />SIGNAL BOX TO GRADE <br />INSTALL RETAINING <br />CURB (TYP.) <br />INSTALL VERTICAL <br />CURB (18LF) <br />INSTALL VERTICAL <br />CURB (TYP.) <br />R/R ADDITIONALHMA <br />(139SF) <br />REPLACE ADDITIONAL <br />HMA (96SF) <br />SW: <br />301.10' <br />SW: 300.75' <br />17%7'-8" <br />6% <br />SAW-CUT EX.CONCRETE PADFOR NEW <br />VERTICAL CURB <br />11% <br />297.78' <br />INSTALL <br />VERTICAL CURB <br />6' <br />1.5% <br />TRANSITION <br />SW: 296.57' <br />3 <br />. <br />6 <br />% <br />2.5%3.3%4.2% <br />R/R 32SF OF S/W <br />R/R 18SF <br />OF S/W <br />R/R 12LF OF C/G <br />R/R 25SFOF S/W <br />A1-5 <br />9 <br />AS SHOWN <br />WEST LAS POSITAS BOULEVARD AND LAKEWOOD STREET RAMP DETAILS <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 />L <br />a <br />k <br />e <br />w <br />o <br />o <br />d <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 />5 <br />. <br />d <br />w <br />g <br />\ <br />1 <br />2 <br />- <br />2 <br />6 <br />- <br />2 <br />4 <br /> <br /> <br />0 <br />7 <br />: <br />0 <br />7 <br />a <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
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