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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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TS <br />T <br />S <br />TS <br />TS <br />TS <br />299.07 <br />LIP <br />299.04 <br />LIP <br />299.05 <br />LIP <br />299.05 <br />LIP <br />299.09 <br />LIP <br />298.98 <br />FL <br />298.98 <br />FL <br />298.98 <br />FL <br />298.98 <br />FL <br />298.99 <br />FL <br />299.47 <br />TOC <br />299.43 <br />TOC <br />299.39 <br />TOC <br />299.47 <br />TOC <br />299.74 <br />SW <br />299.70 <br />SW <br />299.60 <br />SW <br />299. <br />2 <br />8 <br />XW <br />299.10 <br />FL <br />299.24 <br />FL <br />299.32 <br />FL <br />299.19 <br />FL <br />299.30 <br />LIP <br />299.30 <br />LIP <br />299.29 <br />LIP <br />299.21 <br />LIP <br />299. <br />1 <br />1LIP <br />299.77 <br />TOC <br />299.89 <br />TOC <br />299.84 <br />TOC <br />299.88 <br />SW <br />299.98 <br />SW <br />300.02 <br />SW <br />300.02 <br />SW <br />299.00 <br />DI <br />299. <br />5 <br />2XW <br />299. <br />5 <br />3 <br />XW <br />299. <br />4 <br />1XW <br />299. <br />2 <br />3 <br />XW <br />299.23 <br />XW <br />299.24 <br />PAV <br />299.74 <br />SW <br />299.76 <br />SW <br />299. <br />6 <br />2SW <br />299.26 <br />FL <br />(4250)(7201) <br />FL: 299.39' (HP) <br />TOC: 299.39' <br />1.4% <br />FL: 299.29' <br />TOC: 299.29' <br />0.7% <br />4 <br />' <br />- <br />4 <br />" <br />299.56' <br />4 <br />% <br />5 <br />' <br />- <br />1 <br />0 <br />" <br />1. <br />5 <br />% <br />5.2% <br />299.65' <br />6' <br />4'-2" <br />299.96' <br />6' <br />1.4% <br />FL: 299.31' <br />3.2% <br />TOC: 299.81' <br />7.3% <br />299.56' <br />1.5% <br />299.47' <br />6'- <br />1 <br />" <br />1% <br />4'-3 <br />" <br />299.15 <br />FL <br />299.65 <br />TOC <br />8.4% <br />7'-1 <br />0 <br />" <br />2.6 <br />% <br />~13' <br /> <br />D <br />O <br />M <br />E <br />S <br />RETAINING CURB <br />1 <br />. <br />5 <br />% <br />5'-9" <br />6'-6" <br />3.2 <br />% <br />5.8 <br />% <br />FL: 298.94' <br />TOC: 298.94' <br />0.5% <br />~1 <br />4 <br />' <br /> <br />D <br />O <br />M <br />E <br />0. <br />5 <br />% <br />FL: 298.87' <br />TOC: 298.87' <br />299.08' <br />5% <br />5'-8" <br />0 <br />. <br />5 <br />% <br />7 <br />. <br />3 <br />% <br />FL: 298.85' <br />TOC: 299.35' <br />299.14' <br />0. <br />5 <br />% <br />6 <br />' <br />- <br />7 <br />" <br />PGE <br />9' <br />4'-3" <br />4'- <br />2 <br />" <br />5'-9 <br />" <br />299.23' <br />1.5% <br />299.16' <br />8'- <br />8 <br />" <br />0. <br />8 <br />% <br />6'-6 <br />" <br />RETAINING CURB <br />TRAFFIC SIGNAL CONCRETE POUR , <br />SEE DETAIL "A" , G-2. (TYP.) <br />EX. TRAFFIC SIGNAL BOX, <br />ADJUST TO GRADE (TYP.) <br />W. LAS POSITAS BLVD. <br />MU <br />I <br />R <br />W <br />O <br />O <br />D <br /> <br />D <br />R <br />. <br />9 <br />' <br />- <br />1 <br />0 <br />" <br />299.66' <br />5 <br />% <br />0.1% <br />1. <br />8 <br />% <br />299.65'6.5 <br />% <br />EX. SOUNDWALL <br />PROTECT IN PLACE <br />SAW-CUT AS <br />NECESSARY TO <br />PROTECT EX. <br />PG&E BOX <br />TS <br />TS <br />TS <br />TS <br />300.00 <br />CP <br />299.52 <br />LIP <br />299.67 <br />LIP <br />299.86 <br />LIP 299.68 <br />LIP <br />299.42 <br />LIP <br />299.36 <br />LIP <br />299.25 <br />LIP <br />299.09 <br />LIP <br />299.04 <br />FL <br />299.19 <br />FL <br />299.37 <br />FL <br />299.40 <br />FL <br />299.58 <br />FL <br />299.80 <br />FL <br />299.55 <br />FL <br />299.40 <br />FL <br />299.21 <br />DI <br />299.88 <br />TOC <br />300.05 <br />TOC <br />300.24 <br />TOC 300.05 <br />TOC <br />299.63 <br />TOC <br />299.49 <br />TOC <br />299.5 <br />0SW <br />299.5 <br />8SW <br />299.61 <br />SW <br />299.74 <br />SW <br />299.89 <br />SW <br />299.96 <br />SW <br />299.90 <br />SW <br />299.84 <br />SWJ <br />299.20 <br />LIP <br />299.39 <br />LIP <br />299.64 <br />LIP <br />299.71 <br />LIP <br />299.80 <br />LIP <br />299.78 <br />LIP <br />299.76 <br />FL299.75 <br />FL <br />299.63 <br />FL <br />299.58 <br />FL <br />299.31 <br />FL <br />299.14 <br />FL <br />299.59 <br />TOC <br />299.80 <br />TOC <br />300.22 <br />TOC <br />300.25 <br />TOC <br />300.3 <br />8SW <br />300.0 <br />4SW <br />300.1 <br />9SW <br />299.9 <br />1SW <br />299.77 <br />SW <br />299.69 <br />SW <br />299.87 <br />XW <br />299.64 <br />XW <br />299.4 <br />4XW <br />299.90 <br />XW <br />299.53 <br />XW <br />299.96 <br />XW <br />300.0 <br />8SW <br />300.09 <br />SW <br />299.8 <br />0SW <br />299.71 <br />SW <br />299.25 <br />PAV <br />(7519) <br />3'- <br />7 <br />" <br />4'-9"7' <br />5 <br />' <br />9'- <br />3 <br />" <br />3'-5 <br />" <br />6' <br />8'-8" <br />7' <br />- <br />7 <br />" <br />10' <br />7' <br />4'-6" <br />5'- <br />5 <br />" <br />16'-6" <br />15'-7" <br />299.78' <br />3. <br />7 <br />% <br />4. <br />7 <br />% <br />FL: 299.39' <br />TOC: 299.89' <br />1% <br />3.8 <br />% <br />8'-3" <br />FL: 299.56' <br />TOC: 299.56' <br />1.5% <br />1 <br />% <br />299.9' <br />4.8% <br />1.3 <br />% <br />2.5% <br />299.99' <br />299.9' <br />300.28' <br />FL: 299.7' <br />TOC: 299.7' <br />4.6% <br />4 <br />% <br />1.3 <br />% <br />9% <br />0.6% <br />FL: 299.75' <br />TOC: 300.25' <br />~14 <br />. <br />5 <br />' <br /> <br />D <br />O <br />M <br />E <br />S <br />6.3% <br />3 <br />. <br />9 <br />% <br />299.55' <br />FL: 299.34' <br />TOC: 299.34' <br />2% <br />4.6% <br />1 <br />. <br />5 <br />% <br />3% <br />FL: 299.51' <br />TOC: 299.51' <br />299.67' <br />FL: 299.64' <br />TOC: 300.14' <br />1 <br />. <br />5 <br />% <br />1.6% <br />1.6% <br />9 <br />% <br />1.8 <br />% <br />~ <br />1 <br />5 <br />' <br /> <br />D <br />O <br />M <br />E <br />S <br />W. LAS POSITAS BLVD. <br />MU <br />I <br />R <br />W <br />O <br />O <br />D <br /> <br />D <br />R <br />. <br />1 <br />. <br />5 <br />% <br />2'-8" <br />299.8' <br />6'- <br />3 <br />" <br />1.5% <br />299.67' <br />1 <br />% <br />300.05' <br />299.78' <br />3 <br />. <br />7 <br />% <br />1.3% <br />1% <br />2' <br />- <br />1 <br />" <br />TRAFFIC SIGNAL CONCRETE POUR , <br />SEE DETAIL "A" , G-2. (TYP.) <br />EX. TRAFFIC SIGNAL BOX, <br />ADJUST TO GRADE (TYP.) <br />3. <br />8 <br />% <br />13'-8 <br />" <br />2. <br />3 <br />% <br />1. <br />1 <br />% <br />1. <br />3 <br />% <br />0.6% <br />EX. SOUNDWALL <br />PROTECT IN PLACE <br />ADJUST EX. PAC BELL <br />MH TO GRADE <br />SAW-CUT AS NECESSARY TO <br />PROTECT EX. TRAFFIC LIGHT POLE <br />USE 3/4" SIZE <br />EXPANSION JOINT <br />A1-6 <br />10 <br />AS SHOWN <br />WEST LAS POSITAS BOULEVARD AND MUIRWOOD DRIVE RAMP DETAILS <br />GRAPHIC SCALE(IN FEET) <br /> 8 40 <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 />M <br />u <br />i <br />r <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 />6 <br />. <br />d <br />w <br />g <br />\ <br />1 <br />- <br />0 <br />6 <br />- <br />2 <br />5 <br /> <br /> <br />1 <br />1 <br />: <br />1 <br />4 <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
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