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BLENDED TRANSITION RAMP DETAIL <br />NTS <br />EX. CROSSWALKS <br />5% <br />S <br />L <br />O <br />P <br />E <br />MAX <br />. <br />1.5% <br />MAX <br />. <br />9% MAX. <br />9% <br /> <br />M <br />A <br />X <br />. <br />VA <br />R <br />I <br />E <br />S <br />1. <br />5 <br />% <br /> <br />M <br />A <br />X <br />. <br />VARIES <br />2% <br /> <br />M <br />A <br />X <br />. <br />7.5% MAX.4' M <br />I <br />N <br />. <br />7. <br />5 <br />% <br />MA <br />X <br />. <br />2% MAX. <br />1' OR AS SHOWN ON <br />THE PLANS (TYP.) <br />PAVEMENT CONFORM <br />G-3 <br />3 <br />NTS <br />STANDARD 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 />G <br />E <br />N <br />E <br />R <br />A <br />L <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 />0 <br />: <br />3 <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 <br />7.5% M <br />A <br />X <br />. <br />5' MI <br />N <br />. <br />CONCRETE RETAINING CURB <br />REQUIRED AT EDGE OF <br />SIDEWALK <br />3' <br /> <br />M <br />I <br />N <br />. <br />8'-11 <br />' <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />8 <br />" <br /> <br />C <br />U <br />R <br />B <br />) <br />6'-8" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />6 <br />" <br /> <br />C <br />U <br />R <br />B <br />) <br />TRANSITION CROSS SLOPE <br />TO NEXT JOINT, 3' MIN. (TYP.) <br />7.5% <br /> <br />M <br />A <br />X <br />. <br />1. <br />5 <br />% <br />M <br />A <br />X <br />. <br />1.5% <br /> <br />M <br />A <br />X <br />. <br />2% <br /> <br />M <br />A <br />X <br />. <br />F/C <br />SEE NOTE 6 <br />DET. 115M <br />(TYP.) <br />7.5% MAX. <br />9 <br />% <br /> <br />M <br />A <br />X <br />. <br />7.5 <br />% <br /> <br />M <br />A <br />X <br />. <br />5% <br />MAX. <br />1.5 <br />% <br /> <br />M <br />A <br />X <br />. <br />4' M <br />I <br />N <br />. <br />EX <br />. <br /> <br />C <br />R <br />O <br />S <br />S <br />W <br />A <br />L <br />K <br />CONCRETE RETAINING CURB <br />REQUIRED AT EDGE OF SIDEWALK <br />CONCRETE <br />RETAINING <br />CURB <br />CASE C1 RAMP <br />NTS MODIFIED CASE C2 RAMP <br />NTS <br />4' MI <br />N <br />. <br />1.5 <br />% <br /> <br />M <br />A <br />X <br />. <br />5' MI <br />N <br />. <br />8'-11 <br />' <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />8 <br />" <br /> <br />C <br />U <br />R <br />B <br />) <br />6'-8" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />6 <br />" <br /> <br />C <br />U <br />R <br />B <br />) <br />TRANSITION CROSS SLOPE <br />TO NEXT JOINT, 3' MIN. <br />(TYP.) <br />1.5% <br /> <br />M <br />A <br />X <br />. <br />2 <br />% <br /> <br />M <br />A <br />X <br />. <br />F/C <br />1.5% <br />M <br />A <br />X <br />. <br />1 <br />. <br />5 <br />% <br /> <br />M <br />A <br />X <br />. <br />7.5% M <br />A <br />X <br />. <br />1 <br />. <br />5 <br />% <br /> <br />M <br />A <br />X <br />. <br />7.5% <br /> <br />M <br />A <br />X <br />. <br />1.5% <br />M <br />A <br />X <br />. <br />REPLACEMENT TO <br />MATCH EXISTING <br />CONDITION <br />NEW CONCRETE <br />1. <br />5 <br />% <br />M <br />A <br />X <br />. <br />CONCRETE RETAINING CURB <br />REQUIRED AT EDGE OF <br />SIDEWALK <br />TRANSITION <br />CROSS SLOPE <br />LANDSCAPE <br />3' <br /> <br />M <br />I <br />N <br />. <br />PAVEMENT <br />CONFORM <br />CASE C2 RAMP <br />NTS <br />7.5% MAX <br />. <br />8' MI <br />N <br />. <br />CONCRETE RETAINING CURB <br />REQUIRED AT EDGE OF <br />SIDEWALK <br />3 <br />' <br /> <br />M <br />I <br />N <br />. <br />7.5% <br /> <br />M <br />A <br />X <br />. <br />1. <br />5 <br />% <br />M <br />A <br />X <br />. <br />1.5% <br /> <br />M <br />A <br />X <br />. <br />2% <br /> <br />M <br />A <br />X <br />. <br />CASE C1 BLENDED TRANSITION RAMP <br />NTS <br />1.5% MAX. <br />1. <br />5 <br />% <br /> <br />M <br />A <br />X <br />. <br />PAVEMENT <br />CONFORM <br />(TYP.) <br />TRANSITION CROSS <br />SLOPE TO NEXT <br />JOINT, 3' MIN. <br />8' MI <br />N <br />. <br />TRANSITION <br />CROSS SLOPE <br />1.5% <br /> <br />M <br />A <br />X <br />. <br />2 <br />% <br /> <br />M <br />A <br />X <br />. <br />F/C <br />1 <br />. <br />5 <br />% <br /> <br />M <br />A <br />X <br />. <br />7.5% M <br />A <br />X <br />. <br />7.5% <br /> <br />M <br />A <br />X <br />. <br />1.5% <br />M <br />A <br />X <br />. <br />1. <br />5 <br />% <br />M <br />A <br />X <br />. <br />CONCRETE RETAINING <br />CURB REQUIRED AT <br />EDGE OF SIDEWALK <br />TRANSITION <br />CROSS SLOPE <br />LANDSCAPE <br />3 <br />' <br /> <br />M <br />I <br />N <br />. <br />CASE C2 BLENDED TRANSITION RAMP <br />NTS <br />6'-8" MIN. (6" CURB) <br />8'-11" MIN. (8" CURB) <br />PAVEMENT <br />CONFORM <br />(TYP.) <br />ORIENTATE WITH <br />PATH OF TRAVEL <br />OF CROSSWALK <br />ORIENTATE WITH <br />PATH OF TRAVEL <br />OF CROSSWALK