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\A1;\H0.1x;SWK} <br />PLPL <br />66'PUBLIC STREET <br />NOT TO SCALE <br />2%2%2%2% <br />NOT TO SCALE <br />\A1;\H0.1x;SWK} <br />56'PUBLIC STREET <br />PLPL <br />2%2%2%2% <br />NOT TO SCALE <br />8' PARKING & 10' TRAVEL LANE EACH SIDE\A1;{\H0.1x;36' (EVAE)}\A1;\H0.1x;SWK} <br />62'PRIVATE STREET (PSE) <br />PLPL <br />NOT TO SCALE <br />10' TRAVEL LANES & ONE SIDE 8' PARKING <br />\A1;{\H0.1x;28' (EVAE)} <br />\A1;\H0.1x;SWK} <br />48'PRIVATE STREET (PSE) <br />PLPL <br />2%2%2%2% <br />2%2% <br />2%2% <br />NOT TO SCALE <br />8' PARKING & 10' TRAVEL LANE EACH SIDE\A1;{\H0.1x;36' (EVAE)} <br />51'PRIVATE STREET (PSE) <br />PLPL <br />2%2%2%5'SW <br />K <br />2% <br />NOT TO SCALE <br />8' PARKING & 10' TRAVEL LANE EACH SIDE\A1;{\H0.1x;36' (EVAE)} <br />56'PRIVATE STREET (PSE) <br />PLPL <br />2%2%2%5'SW <br />K <br />2%\A1;{\H0.1x;20' (EVAE)} <br />26'PRIVATE COURT (PSE) <br />PLPL <br />NOT TO SCALE <br />10' TRAVEL LANE EACH SIDE <br />NOT TO SCALE <br />PL <br />x <br />x <br />x \A1;{\H0.1x;28' (EVAE)} <br />\A1;\H0.1x;2' SHOULDERS} <br />10' TRAVEL LANES & ONE SIDE 8' PARKING <br />48'PRIVATE STREET (PSE) <br />PLBNDY <br />24'%%P PPAEPARCEL F <br />2%2%2%2%2%2%2% <br />NOT TO SCALE <br />22'PRIVATE DRIVEWAY (PSE) <br />PLPL <br />{\W <br />0 <br />. <br />9 <br />; <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br /> <br />E <br /> <br />& <br /> <br />F <br />} <br />NOT TO SCALE <br />2% <br />PL PL <br />21'PRIVATE COURT (PSE) <br />10' TRAVEL LANE EACH SIDE <br />2%2% <br />5'SWK <br />2% <br />NOT TO SCALE <br />8' PARKING & 10' TRAVEL LANE EACH SIDE\A1;{\H0.1x;36' (EVAE)} <br />46'PRIVATE STREET (PSE) <br />PLPL <br />NOT TO SCALE <br />10' TRAVEL LANE EACH SIDE <br />\A1;{\H0.1x;20' (EVAE)} <br />29.5'PRIVATE COURT (PSE) <br />PLPL <br />2%2%2%2%2%2%2% <br />NOT TO SCALE <br />{\W <br />0 <br />. <br />9 <br />; <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br /> <br />I <br />} <br />2% <br />PL PL <br />21'PRIVATE COURT (PSE) <br />10' TRAVEL LANE EACH SIDE <br />\A1;{\H0.1x;SWK}}2% <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 />T <br />E <br />N <br />T <br />- <br />M <br />A <br />P <br />\ <br />\ <br />0 <br />6 <br />. <br />0 <br />- <br />D <br />T <br />- <br />1 <br />7 <br />1 <br />0 <br />5 <br />7 <br />- <br />V <br />T <br />M <br />. <br />D <br />W <br />G <br /> <br />1 <br />1 <br />/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />3 <br /> <br />9 <br />: <br />4 <br />7 <br />: <br />5 <br />0 <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 />JOB NO.: 171057 <br />DATE: JUNE 14, 2024 <br />SHEET NO. <br />4690 CHABOT DRIVE, SUITE 200 PLEASANTON, CA 94588 <br />PHONE: (925) 227-9100 FAX: (925) 227-9300 <br />E N G E E R SN N N S S SRRREEPAUYO <br />SHEET OF 76 <br />C <br />F HE <br />BA D <br />G <br />NOT TO SCALE NOT TO SCALENOT TO SCALEM <br />L <br />NOT TO SCALENOT TO SCALE <br />ON <br />PADPAD <br />PL <br />2:1MAX <br />PAD <br />PAD <br />PL <br />2:1MAX 3'MAX <br />PAD EX GROUND <br />\pxqc;BNDY <br />\pxqc;BNDY <br />VARIESLS <br />15' MAINTENANCE ROAD AND SHAREDUSE PATH W/2' SHOULDERS <br />VARIESBIORETENTION <br />8'OS <br />NOT TO SCALE <br />P <br />CL <br />\A <br />1 <br />; <br />1 <br />' <br />Q <br />2: <br />1MA <br />X\A1;1' <br />NOT TO SCALER <br />\pxqc;3:1 MAX \pxqc;3:1 MAX <br />\p <br />x <br />q <br />c <br />; <br />B <br />N <br />D <br />Y <br />VARIESLS <br />15' MAINTENANCE ROAD AND SHAREDUSE PATH W/2' SHOULDERS <br />VARIESDETENTION BASIN <br />10 <br />' <br />OS <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />S <br />E <br />C <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />TM6.0 <br />JI <br />K <br />TS <br />2% <br />\A1;1' OVERBUILD <br />PAD <br />EX PAD <br />\pxqc;BNDY <br />\pxqc;2:1 MAX <br />\A1;1' <br />8' MAXRETAINING <br />\A1;VARIES