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\A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />11'TRAVEL LANE <br />\A1;2' BIKE BUFFER <br />11'TURN LANE <br />11'TRAVEL LANE \A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />\A1;2' BIKE BUFFER <br />5.8%(MAX) <br />\A <br />1 <br />; <br />6 <br />' <br />\A1;LS <br />{\LSECTION D} <br />NOT TO SCALE <br />EX PL <br />\A1;PROPOSED RIGHT OF WAY - VARIES <br />EX GRADE <br />EX FENCE <br />PROPOSED GRADE <br />\A <br />1 <br />; <br />6 <br />' <br />\A1;SWK <br />\A1;10' <br />\A1;PSE <br />2% <br />x <br />42 <br />1 <br />. <br />4 <br />x <br />38 <br />6 <br />. <br />6 <br />x <br />44 <br />2 <br />. <br />6 <br />x <br />42 <br />0 <br />. <br />7 <br />x <br />38 <br />5 <br />. <br />7 <br />x <br />42 <br />3 <br />. <br />5 <br />x <br />42 <br />2 <br />. <br />4 <br />x <br />42 <br />3 <br />. <br />3 <br />x <br />41 <br />3 <br />. <br />4 <br />x391.7 <br />ST <br />O <br />P <br />ST <br />O <br />P <br />ST <br />O <br />P <br />Po <br />o <br />l <br />Po <br />o <br />l <br />Po <br />o <br />l <br />Po <br />o <br />l <br />As <br />p <br />h <br />a <br />l <br />t <br />As <br />p <br />h <br />a <br />l <br />t <br />As <br />p <br />h <br />a <br />l <br />t <br />Un <br />p <br />a <br />v <br />e <br />d <br />Ga <br />t <br />e <br />Ga <br />t <br />e Ga <br />t <br />e <br />Ga <br />t <br />e <br />420 <br />415 <br />MU <br />I <br />R <br />W <br />O <br />O <br />D <br /> <br />D <br />R <br />I <br />V <br />E <br />EQ <br />U <br />U <br />S <br /> <br />C <br />O <br />U <br />R <br />T <br />400 <br />440 <br />435 <br />430 <br />42 <br />0 <br />FOOTHILL ROAD <br />395 <br />400 <br />390 <br />375 <br />\A1;12'%%P <br />11' <br />18' <br />6' <br />11' <br />11'%%P <br />MUIRWOOD DRIVE150' DET. 38 <br />2' BIKE LANE BUFFER DET. 30 <br />6' <br />11' <br />11' <br />6' <br />50' DET. 38 <br />2' BIKE LANE BUFFER <br />90' TAPER <br />DET. 30 <br />6' <br />11' <br />11' <br />11' <br />6' <br />PROPOSED FACE OF CURB <br />EXIST. A.C. BERM <br />PROJECT ENTRY <br />TARNOW <br />MERRITT <br />11' <br />11' <br />6' <br />11' <br />6' <br />11' <br />11' <br />2' BIKE LANE BUFFER <br />11' <br />6'%%P <br />6' <br />11' <br />DET. 23 <br />DET. 23 <br />2' BIKE LANE BUFFER <br />6' <br />6' <br />PROPOSED FACE OF CURB <br />6' <br />6' <br />SIDEWALK <br />SIDEWALK <br />CONFLICT ZONE STRIPING <br />90' TAPER <br />EX FACE OF CURB <br />EXIST. EDGE OF PAVEMENT <br />EXIST. CURB & GUTTER <br />DET. 30 <br />EX RIGHT OF WAY <br />110' TAPER <br />A <br />D <br />2' BIKE LANE BUFFER <br />6' <br />LANDSCAPE <br />LANDSCAPE <br />CONFLICT ZONE STRIPING <br />R=805' <br />R=825' <br />PROPOSED RIGHT OF WAYSEE SHEET C-3 FOR PROPOSED RIGHT OFWAY DEDICATION <br />\A <br />1 <br />; <br />1 <br />0 <br />' <br />\A <br />1 <br />; <br />P <br />S <br />E <br />\W0.8500;PROPOSED FACE OF CURB <br />\W0.8500;EXISTING FACE OF CURB <br />EQUUS COURT <br />\A1;12'%%P7.5'%%PEX SWK \A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />11'TRAVEL LANE <br />\A1;2' BIKE BUFFER <br />11'TURN LANE <br />18' SHAREDTRAVEL & BIKE LANE <br />EX PL <br />VA <br />R <br />I <br />E <br />S <br />EX PL <br />\A1;EX RIGHT OF WAY - VARIES <br />{\LSECTION A} <br />NOT TO SCALE <br />EX GRADE EX GRADE <br />7.5'%%PEX SWK \A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />11'TRAVEL LANE <br />\A1;2' BIKE BUFFER <br />VARIESSTRIPED MEDIAN <br />11'TRAVEL LANE \A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />\A1;2' BIKE BUFFER <br />EX PL <br />VARIES <br />EX PL <br />\A1;EX RIGHT OF WAY - VARIES <br />{\LSECTION B} <br />NOT TO SCALE <br />EX GRADE <br />\A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />11'TRAVEL LANE <br />\A1;2' BIKE BUFFER <br />11'TURN LANE <br />11'TRAVEL LANE \A <br />1 <br />; <br />6 <br />' <br />BIKELANE <br />\A1;2' BIKE BUFFER <br />PROPOSED GRADE <br />5.8%(MAX) <br />\A <br />1 <br />; <br />6 <br />' <br />\A1;LS <br />EX PL\A1;PROPOSED RIGHT OF WAY - VARIES <br />EX FENCE <br />{\LSECTION C} <br />NOT TO SCALE <br />\A <br />1 <br />; <br />6 <br />' <br />\A1;SWK <br />\A1;10' <br />\A1;PSE <br />\A1;9'%%P <br />BIKE LANEBUFFER <br />DESIGN SPEED: 45 M.P.H. <br />N <br />50 <br />1501005001 inch = ft. <br />171057 <br />4690 CHABOT DRIVE <br />PLEASANTON, CA 94588 <br />928-227-9100 <br />G: <br />\ <br />\ <br />J <br />O <br />B <br />2 <br />0 <br />1 <br />7 <br />\ <br />\ <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />\ <br />\ <br />C <br />A <br />D <br /> <br />F <br />I <br />L <br />E <br />S <br />\ <br />\ <br />0 <br />2 <br />- <br />P <br />L <br />A <br />N <br />N <br />I <br />N <br />G <br />\ <br />\ <br />P <br />D <br />\ <br />\ <br />0 <br />7 <br />- <br />F <br />R <br />- <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />- <br />P <br />D <br />. <br />D <br />W <br />G <br /> <br />5 <br />/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />1 <br />: <br />1 <br />8 <br />: <br />4 <br />9 <br /> <br />A <br />M <br /> <br />H <br />I <br />L <br />L <br />A <br />R <br />Y <br /> <br />R <br />A <br />Y <br />A <br />SEE SHEET C-8 <br />PRELIMINARY <br />FOOTHILL ROAD <br />WIDENING PLAN <br />C-7 <br />POSSIBLE FUTURE EQUUS COURT IMPROVEMENTS AND TIE-IN BY OTHERS